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CHEN Bao-chun, LI Li, LUO Xia, WEI Jian-gang, LAI Xiu-ying, LIU Jun-ping, DING Qing-jun, LI Cong. Review on ultra-high strength concrete filled steel tubes[J]. Journal of Traffic and Transportation Engineering, 2020, 20(5): 1-21. doi: 10.19818/j.cnki.1671-1637.2020.05.001
Citation: CHEN Bao-chun, LI Li, LUO Xia, WEI Jian-gang, LAI Xiu-ying, LIU Jun-ping, DING Qing-jun, LI Cong. Review on ultra-high strength concrete filled steel tubes[J]. Journal of Traffic and Transportation Engineering, 2020, 20(5): 1-21. doi: 10.19818/j.cnki.1671-1637.2020.05.001
shu

Review on ultra-high strength concrete filled steel tubes

doi: 10.19818/j.cnki.1671-1637.2020.05.001
  • 1.

    School of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China

  • 2.

    School of Civil Engineering, Fujian University of Technology, Fuzhou 350118, Fujian, China

  • 3.

    School of Civil Engineering, Putian University, Putian 351100, Fujian, China

  • 4.

    School of Material Science and Engineering, Wuhan University of Technology, Wuhan 430070, Hubei, China

Funds:

National Key Research and Development Program of China 2018YFC0705400

More Information
  • Author Bio:

    CHEN Bao-chun(1958-), male, professor, PhD, baochunchen@fzu.edu.cn

  • Received Date: 2020-04-09
  • Publish Date: 2020-10-25
    Abstract
  • To understand the research status of the ultra-high strength concrete filled steel tube(UCFST), the strength development processes in steel tubes and core concrete in concrete filled steel tube(CFST) were analyzed. A set of concise CFST classification and abbreviation methods were put forward according to the combination of different strength grades of these two materials. The basic mechanical, shrinkage and interfacial bond properties of UCFST, and the main influencing factors were summarized. The technical requirements of core ultra-high strength concrete(UHSC) were discussed, and future research directions were proposed. Analysis result shows that UCFST can be fabricated and researched in two ways: UHSC and ultra-high strength steel(UHSS). The former is the main material used in China, while the latter lags behind in its practical application is less. Although the basic mechanical properties of the UCFST have been tested, the research is incomplete and research at the structural level is rarely conducted. Research on UCFST mainly focuses on the component level, but the amount of testing is relatively small, and analysis focuses on axially loaded stub columns. There is no research on UCFST components under shear, torsion, and residual composite forces. In terms of material combinations, research attention is mostly placed on UCFST within UHSC as core concrete, followed by UCFST within both UHSC and UHSS, with only a few studies addressing other combinations. The researche on strength matching between steel tubes and core concrete has just begun, and additional studies should be proposed, focusing on the UCFST with reasonable matching. Debonding occurs between the core UHSC and steel tube because of the high autogenous shrinkage of the former. Hence, additional experimental research on the shrinkage properties and normal interfacial bond strength of the UCFST should be conducted to understand the true interfacial state. The working environment, construction conditions, and influence on the UCFST composite performance of core UHSC materials should be considered. The core UHSC materials are mainly required for ultra-high strength, low shrinkage(or micro expansion), and high fluidity, but the durability not has to be emphasized. The UHSC mix may have fibers of low volume content or even no fibers.

     

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    • References(187)
  • [1]
    CHEN Bao-chun. A summarized account of developments in concrete-filled steel tube arch bridge[J]. Bridge Construction, 1997(2): 8-13, 24. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201606010.htm
    [2]
    HAN Lin-hai. Characters and development of concrete filled steel tubes[J]. Industrial Construction, 1998, 28(10): 1-5, 29. (in Chinese). doi: 10.3321/j.issn:1000-8993.1998.10.001
    [3]
    PU Xin-cheng, WANG Yong-wei, PU Huai-jing, et al. Kilometer compressed material and its preparing method[J]. China Civil Engineering Journal, 2004, 37(7): 35-40, 58. (in Chinese). doi: 10.3321/j.issn:1000-131X.2004.07.007
    [4]
    WANG Yong-wei. Research on preparation and mechanical performances of kilometer load-bearing material[D]. Chongqing: Chongqing University, 2004. (in Chinese).
    [5]
    LIEW J Y R, XIONG Ming-xiang, XIONG De-xin. Design of concrete filled tubular beam-columns with high strength steel and concrete[J]. Structures, 2016, 8: 213-226. doi: 10.1016/j.istruc.2016.05.005
    [6]
    LIEW J Y R, XIONG D X. Ultra-high strength concrete filled composite columns for multi-storey building construction[J]. Advances in Structural Engineering, 2012, 15(9): 1487-1503. doi: 10.1260/1369-4332.15.9.1487
    [7]
    XIONG De-xin. Structural behaviour of concrete filled steel tube with high strength materials[D]. Singapore: National University of Singapore, 2012.
    [8]
    TUE N V, KÜCHLER M, SCHENCK G, et al. Application of UHPC filled tubes in buildings and bridges[C]//Kassel University. International Symposium on Ultra-high Performance Concrete. Kassel: Kassel University, 2004: 807-817.
    [9]
    KAMO T, ANDO R, SASAKI M, et al. Ultra high strength steel for sustainable build structure[J]. Nippon Steel and Sumitomo Metal, 2015, 110: 65-69.
    [10]
    MATSUMOTO S, HOSOZAWA O, NARIHARA H, et al. Structural design of an ultra high-rise building using concrete filled tubular column with 780 N·mm-2 class high-strength steel and Fc150 N·mm-2 high-strength concrete[J]. International Journal of High-Rise Buildings, 2014, 3(1): 73-79.
    [11]
    CHEN Bao-chun, WEI Jian-gang, ZHOU Jun, et al. Application of concrete-filled steel tube arch bridges in China: current status and prospects[J]. China Civil Engineering Journal, 2017, 50(6): 50-61. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201706006.htm
    [12]
    CHEN Bao-chun, LIU Jun-ping. Review of arch bridge construction and technology development in the world[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 27-41. (in Chinese). doi: 10.19818/j.cnki.1671-1637.2020.01.002
    [13]
    RICHARD P, CHEYREZY M. Composition of reactive powder concretes[J]. Cement and Concrete Research, 1995, 25(7): 1501-1511. doi: 10.1016/0008-8846(95)00144-2
    [14]
    PU Xin-cheng, YAN Wu-nan, WANG Chong, et al. Research of ultra-high strength concrete with high fluidity[J]. Concrete, 1997(2): 3-11. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HLTF199702000.htm
    [15]
    TAN Ke-feng, PU Xin-cheng, CAI Shao-huai. Study on the mechanical properties of steel extra-high strength concrete encased in steel tubes[J]. Journal of Building Structures, 1999, 20(1): 10-15. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB199901001.htm
    [16]
    WU Yan-hai, LIN Zhen-yu. Experimental study of behavior on RPC filled steel tubular stub columns under axial compression[J]. China Journal of Highway and Transport, 2005, 18(1): 61-66. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200501013.htm
    [17]
    LIN Zhen-yu, WU Yan-hai, SHEN Zu-yan. Research on behavior of RPC filled circular steel tube column to axial compression[J]. Journal of Building Structures, 2005, 26(4): 52-57. (in Chinese). doi: 10.3321/j.issn:1000-6869.2005.04.008
    [18]
    ZHANG Jing, WU Yan-hai. Characteristics and application prospect of reactive powder concrete filled steel tube[J]. Fujian Building Materials, 2002(4): 12-14. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-FJJC200204007.htm
    [19]
    MENG Shi-qiang, CHEN Guang-zhi, TAN Wei-zu. Preliminary research on reactive powder concrete filled steel tube[J]. China Concrete and Cement Products, 2003(1): 5-8. (in Chinese). doi: 10.3969/j.issn.1000-4637.2003.01.002
    [20]
    BLAIS P Y, COUTURE M. Precast, prestressed pedestrian bridge-world's first reactive powder concrete structure[J]. PCI Journal, 1999, 44(5): 60-71. doi: 10.15554/pcij.09011999.60.71
    [21]
    RANDALL V, FOOT K. High-strength concrete for pacific first center[J]. Concrete International, 1989, 11(4): 14-16.
    [22]
    RALSTON M, KORMAN R. Composite system stiffened with 19 000-psi mix[J]. EngineeringNews Record, 1989, 222(7): 44-53.
    [23]
    GAO Yu-xin, WU Ye-jiao, WANG Ming-yue. Research and application of ultra-high strengthand high performance concrete in China[J]. Ready-mixed concrete, 2009(12): 30-31, 47. (in Chinese).
    [24]
    ZHOU Yuan, WANG Ge. The application of stiff skeleton in concrete-filled steel tube rigid skeleton arch Bridge[J]. Shanxi Science and Technology of Communications, 2019(3): 65-69, 83. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SXJT201903022.htm
    [25]
    LARRARD F D, SEDRAN T. Optimization of ultra-high-performance concrete by the use of a packing model[J]. Cement and Concrete Research, 1994, 24(6): 997-1009. doi: 10.1016/0008-8846(94)90022-1
    [26]
    CHEN Bao-chun, JI Tao, HUANG Qing-wei, et al. Review of research on ultra-high performance concrete[J]. Journal of Architecture and Civil Engineering, 2014, 31(3): 1-24. (in Chinese). doi: 10.3969/j.issn.1673-2049.2014.03.002
    [27]
    CHEN Bao-chun, WEI Jian-gang, SU Jia-zhan, et al. State-of-the-art progress on application of ultra-high performance concrete[J]. Journal of Architecture and Civil Engineering, 2019, 36(2): 10-20. (in Chinese). doi: 10.3969/j.issn.1673-2049.2019.02.003
    [28]
    HOANG A L, FEHLING E. A review and analysis of circular UHPC filled steel tube columns under axial loading[J]. Structural Engineering and Mechanics, 2017, 62(4): 417-430. doi: 10.12989/sem.2017.62.4.417
    [29]
    WANG Wei-qiang, WU Cheng-qing, LI Jun, et al. Behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled steel tubular members under lateral impact loading[J]. International Journal of Impact Engineering, 2019, 132: 103314-1-24.
    [30]
    WU H, REN G M, FANG Q, et al. Response of ultra-high performance cementitious composites filled steel tube (UHPCC-FST) subjected to low-velocity impact[J]. Thin-Walled Structures, 2019, 144: 106341-1-14.
    [31]
    PODDAR D, GHOSH C, BHATTACHARYA B, et al. Development of high ductile ultra high strength structural steel through stabilization of retained austenite and stacking fault[J]. Materials Science and Engineering A—Structural Materials Properties Microstructure and Processing, 2019, 762: 138079-1-10.
    [32]
    JAVIDAN F, HEIDARPOUR A, ZHAO Xiao-ling, et al. Fundamental behaviour of high strength and ultra-high strength steel subjected to low cycle structural damage[J]. Engineering Structures, 2017, 143: 427-440. doi: 10.1016/j.engstruct.2017.04.041
    [33]
    BAN Hui-yong, SHI Gang, SHI Yong-jiu, et al. Research advances on mechanical properties of high strength structural steels[J]. Building Structure, 2013, 43(2): 88-94, 67. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201302022.htm
    [34]
    SHI Gang, ZHU Xi. Study on constitutive model of high-strength structural steel under monotonic loading[J]. Engineering Mechanics, 2017, 34(2): 50-59. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201702008.htm
    [35] GB 50017—2017, 钢结构设计标准[S]. GB 50017—2017, code for design of steel structures[S]. (in Chinese).
    [36]
    LIN Xi-qiang, HUO Liang, ZHANG Tao, et al. Progress of high-performance structural materials in high-rise buildings[J]. Building Science, 2015, 31(7): 103-108. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZKX201507019.htm
    [37]
    VARMA A H, RICLES J M, SAUSE R, et al. Experimental behavior of high strength square concrete-filled steel tube beam-columns[J]. Journal of Structural Engineering, 2002, 128(3): 309-318. doi: 10.1061/(ASCE)0733-9445(2002)128:3(309)
    [38]
    UY B. Strength of short concrete filled high strength steel box columns[J]. Journal of Constructional Steel Research, 2001, 57(2): 113-134. doi: 10.1016/S0143-974X(00)00014-6
    [39]
    UY B. Ductility, strength and stability of concrete-filled fabricated steel box columns for tall buildings[J]. The Structural Design of Tall Buildings, 1998, 7(2): 113-133. doi: 10.1002/(SICI)1099-1794(199806)7:2<113::AID-TAL94>3.0.CO;2-I
    [40]
    SAKINO K, NAKAHARA H, MORINO S, et al. Behavior of centrally loaded concrete-filled steel-tube short columns[J]. Journal of Structural Engineering 2004, 130(2): 180-188.
    [41]
    SKALOMENOS K A, HAYASHI K, NISHI R, et al. Experimental behavior of concrete-filled steel tube columns using ultrahigh-strength steel[J]. Journal of structural engineering, 2016, 142(9): 04016057. doi: 10.1061/(ASCE)ST.1943-541X.0001513
    [42]
    HAYASHI K, HACHIMORI W, KANEDA S. Seismicper formance of concrete filled steel tube column building using ultra high strength steel H-SA700[J]. International Journal of Structural and Civil Engineering Research, 2018, 7(2): 92-98.
    [43]
    (in Japanese).
    [44]
    ENDO F, YAMANAKA M, WATNABE T, et al. Advanced technologies applied at the new "Techno Station" building in Tokyo, Japan[J]. Structural Engineering International, 2011, 21(4): 508-513. doi: 10.2749/101686611X13049248220609
    [45]
    HUANG Wei, GAO Zhen-feng, ZHANG Zhi-qin. Development status of steel plate for building structures in Japan[J]. Progress in Steel Building Structures, 2015, 17(1): 1-6. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJZ201501001.htm
    [46]
    SHI Gang, HU Fang-xin, SHI Yong-jiu. Recent research advances of high strength steel structures and codification of design specification in China[J]. International Journal of Steel Structures, 2014, 14(4): 873-887. doi: 10.1007/s13296-014-1218-7
    [47]
    ISO-4950-3: 1995/Amd. 1: 2003, high yield strength flat steel products, Part3: products supplied in the heat-treated (quenched+tempered) condition, Amendment 1[S].
    [48] GB/T 1591—2018, 低合金高强度结构钢[S]. GB/T 1591—2018, high strength low alloy structural steels[S]. (in Chinese).
    [49] JGJ/T 281—2012, 高强混凝土应用技术规程[S]. JGJ/T 281—2012, technical specification for application of high strength concrete[S]. (in Chinese).
    [50] GB/T 31387—2015, 活性粉末混凝土[S]. GB/T 31387—2015, reactive powder concrete[S]. (in Chinese).
    [51]
    CHEN Bao-chun, YANG Jian, HUANG Qing-wei, et al. Analysis of shape and size effect of ultra-high performance concrete[J]. Journal of Fuzhou University (Natural Science Edition), 2019, 47(3): 391-397. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-FZDZ201903018.htm
    [52]
    GUO Xiao-yu, KANG Jing-fu, ZHU Jin-song. Constitutive relationship of ultra-high performance under uni-axial compression[J]. Journal of Southeast University (Natural Science Edition), 2017, 47(2): 369-376. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201702028.htm
    [53]
    LIU Shu-hua, YAN Pei-yu, FENG Jian-wen. Size effect on strength of ultra-high strength concrete RPC[J]. Highway, 2011(3): 123-127. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201103032.htm
    [54]
    CHEN Guo-can. Experimental studies of behaviors of PFRGSHSCUS-filled steel tubes short columns subjected to axial load[J]. Engineering Journal of Wuhan University, 2010, 43(5): 617-622. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-WSDD201005020.htm
    [55]
    SON T, HUU-TAI T, UY B, et al. Concrete-filled steel tubular columns: test database, design and calibration[J]. Journal of Constructional Steel Research, 2019, 157: 161-181. doi: 10.1016/j.jcsr.2019.02.024
    [56]
    GOODE C D. Composite columns-1819 tests on concrete-filled steel tube columns compared with Eurocode 4[J]. The Structural Engineer, 2008, 86(16): 33-38.
    [57]
    SHEN Pei-liang. Investigation on design of expansive UHPC filled steel tube and its mechanical behavior of short column[D]. Wuhan: Wuhan University of Technology, 2018. (in Chinese).
    [58]
    MIAO Qiang. Research on the C100 ultra high strength self-compacting expansive concrete filled steel tube[D]. Wuhan: Wuhan University of Technology, 2014. (in Chinese).
    [59]
    YAN Yan-xiang, XU Li-hua, CAI Heng, et al. Calculation methods of axial bearing capacity of short square UHPC filled high strength steel tubular columns[J]. Journal of Building Structures, 2019, 40(12): 128-137. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201912016.htm
    [60]
    YAN Yan-xiang, XU Li-hua, LI Biao, et al. Axial behavior of ultra-high performance concrete (UHPC) filled stocky steel tubes with square sections[J]. Journal of Constructional Steel Research, 2019, 158: 417-428. doi: 10.1016/j.jcsr.2019.03.018
    [61]
    ZHOU Shi-ming, SUN Qing, WU Xiao-hong. Impact of D/t ratio on circular concrete-filled high-strength steel tubular stub columns under axial compression[J]. Thin-Walled Structures, 2018, 132: 461-474. doi: 10.1016/j.tws.2018.08.029
    [62]
    LUO Xia. Study on the mechanical performance of ultra-high performance concrete filled high strength steel tube members[D]. Fuzhou: Fuzhou University, 2020. (in Chinese).
    [63]
    LAI Zhi-chao, VARMA A H. High-strength rectangular CFT members: database, modeling, and design of short columns[J]. Journal of Structural Engineering, 2018, 144(5): 04018036-1-18. doi: 10.1061/(ASCE)ST.1943-541X.0002026
    [64]
    CEDERWALL K, ENGSTROM B, GRAUERS M. High-strength concrete used in composite columns[J]. Special Publication, 1990, 121: 195-214.
    [65]
    TUE N V, SCHNEIDER H, SIMSCH G, et al. Bearing capacity of stub columns made of NSC, HSC and UHPC confined by a steel tube[C]//University of Kassel. International Symposium on Ultra-high Performance Concrete. Kassel: University of Kassel, 2004: 339-350.
    [66]
    XIONG Ming-xiang, XIONG De-xin, LIEW J Y R. Axial performance of short concrete filled steel tubes with high and ultra-high-strength materials[J]. Engineering Structures, 2017, 136: 494-510. doi: 10.1016/j.engstruct.2017.01.037
    [67]
    AN L H, FEHLING E. Analysis of circular steel tube confined UHPC stub columns[J]. Steel and Composite Structures, 2017, 23(6): 669-682.
    [68]
    AN L H, FEHLING E, LAI Bing-lin, et al. Experimental study on structural performance of UHPC and UHPFRC columns confined with steel tube[J]. Engineering Structures, 2019, 187: 457-477. doi: 10.1016/j.engstruct.2019.02.063
    [69]
    VARMA A H, RICIES J M, SAUSE R, et al. Seismic behavior, analysis, and design of high-strength square concrete-filled steel tube columns[J]. Journal of Structural Engineering, 2004, 130(2): 169-179. doi: 10.1061/(ASCE)0733-9445(2004)130:2(169)
    [70]
    LIU Da-lin. Tests on high-strength rectangular concrete-filled steel hollow section stub columns[J]. Journal of Constructional Steel Research, 2005, 61(7): 902-911. doi: 10.1016/j.jcsr.2005.01.001
    [71]
    QIAN Jia-ru, ZHANG Yang, ZHANG Wei-jing. Eccentric compressive behavior of high strength concrete filled double-tube short columns[J]. Journal of Tsinghua University (Science and Technology), 2015, 55(1): 1-7. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QHXB201501001.htm
    [72]
    WANG Wei-qiang, WU Cheng-qing, LIU Zhong-xian. Compressive behavior of hybrid double-skin tubular columns with ultra-high performance fiber-reinforced concrete (UHPFRC)[J]. Engineering Structures, 2019, 180: 419-441. doi: 10.1016/j.engstruct.2018.11.048
    [73]
    WAN Cheng-yong, ZHA Xiao-xiong. Experiment study of reinforced concrete filled steel tubular columns subjected to axial compression[J]. Journal of Building Structures, 2013, 34(S1): 259-266. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB2013S1039.htm
    [74]
    WU Xiao-li, HAN Jin-sheng, CHENG Wen-rang. Test research on fire resistance performance of bar-reinforced concrete filled steel tubular columns[J]. Journal of Southeast University (Natural Science Edition), 2009, 39(S2): 174-178. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX2009S2032.htm
    [75]
    MAO Wen-jing, SHI Yan-li, WANG Wen-da. Analysis on axial compressive bearing capacity of circular concrete-filled steel tubular stub columns with internal profiled steel under different steel ratio[J]. Engineering Mechanics, 2017, 34(S1): 63-70. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX2017S1013.htm
    [76]
    ZHA Xiao-xiong, CHEN De-jin, WANG Wei-xiao, et al. Theoretical and experimental research on flexural behavior of concrete-filled steel tubes with inner stiffening[J]. Journal of Building Structures, 2017, 38(S1): 471-477. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB2017S1068.htm
    [77]
    SONER G, COPUR A, AYDOGAN M. Axial capacity and ductility of circular UHPC-filled steel tube columns[J]. Magazine of Concrete Research, 2013, 65(15): 898-905. doi: 10.1680/macr.12.00211
    [78]
    TIAN Zhi-min, ZHANG Xiang-bai, FENG Jian-wen, et al. Characteristics of RPC-filled steel tubular puncheons with ultra high performance subjected to axial compressive loading[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(1): 99-107. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200801014.htm
    [79]
    FENG Jian-wen. Study on mechanical behavior of reactive powder concrete filled steel tubular columns[D]. Beijing: Tsinghua University, 2008. (in Chinese).
    [80]
    YANG Wu-sheng. Research on mechanical properties and ultimate bearing capacity of reactive powder concrete filled steel tubes[D]. Changsha: Hunan University, 2003. (in Chinese).
    [81]
    WANG Qiu-wei, SHI Qing-xuan, XU Zhao-dong, et al. Axial capacity of reactive powder concrete filled steel tube columns with two load conditions[J]. Steel and Composite Structures, 2019, 31(1): 13-25.
    [82]
    WANG Yang. Research on axial mechanics behavior and bearing capacity calculation of steel tube confined RPC short columns[D]. Xi'an: Xi'an University of Architecture and Technology, 2018. (in Chinese).
    [83]
    CHEN Shi-ming, ZHANG Rui, JIA Liang-jiu, et al. Structural behavior of UHPC filled steel tube columns under axial loading[J]. Thin-Walled Structures, 2018, 130: 550-563. doi: 10.1016/j.tws.2018.06.016
    [84]
    XU Li-hua, LU Qiu-ru, CHI Yin, et al. Axial compressive performance of UHPC filled steel tube stub columns containing steel-polypropylene hybrid fiber[J]. Construction and Building Materials, 2019, 204: 754-767. doi: 10.1016/j.conbuildmat.2019.01.202
    [85]
    CHEN Guo-can, XU Zhi-sheng, YANG Zhi-shuo, et al. Experimental study on behavior of short steel tubular columns filled with ultra-high strength concrete mixed with stone-chip subjected to axial load[J]. Journal of Building Structures, 2011, 32(3): 82-89. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201103014.htm
    [86]
    SCHNEIDER H.Zum tragverhalten kurzer,umschnü rter, kreisförmiger druckglieder aus ungefasertem UHFB[D]. Saxony:University of Leipzig,2006.(in German).
    [87]
    RONG Qin, ZENG Yu-sheng, HOU Xiao-meng, et al. Experimental study on mechanical behavior of RPC-filled circular steel tube columns under axial compression[J]. Journal of Building Structures, 2019, 40(3): 247-253. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201903026.htm
    [88]
    MA Jie. Research and engineering application of ultra-high strength concrete filled steel tube[D]. Wuhan: Wuhan University of Technology, 2009. (in Chinese).
    [89]
    XU Zhi-hai. Experimental study and analysis of RPC-filled steel tube under axial compression and push out test[D]. Changsha: Hunan University, 2016. (in Chinese).
    [90]
    ZHOU Xiao-jun, MOU Ting-min, TANG Hong-yuan, et al. Experimental study on ultra-high strength concrete filled steel tube short columns under axial load[J]. Advances in Materials Science and Engineering, 2017, 2017: 8410895-1-9.
    [91]
    YU Qing, TAO Zhong, WU Ying-xing. Experimental behaviour of high performance concrete-filled steel tubular columns[J]. Thin-Walled Structures, 2008, 46(4): 362-370. doi: 10.1016/j.tws.2007.10.001
    [92]
    EKMEKYAPAR T, AL-ELIWI B J M. Experimental behaviour of circular concrete filled steel tube columns and design specifications[J]. Thin-Walled Structures, 2016, 105: 220-230. doi: 10.1016/j.tws.2016.04.004
    [93]
    ANDRADE DE OLIVEIRA W L, DE NARDIN S, DE CRESCE EI DEBS A L H, et al. Influence of concrete strength and length/diameter on the axial capacity of CFT columns[J]. Journal of Constructional Steel Research, 2009, 65(12): 2103-2110. doi: 10.1016/j.jcsr.2009.07.004
    [94]
    HOSSAIN K M A, CHU K. Confinement of six different concretes in CFST columns having different shapes and slenderness[J]. International Journal of Advanced Structural Engineering, 2019, 11(2): 255-270. doi: 10.1007/s40091-019-0228-2
    [95]
    YAO Liang-yun. Researches on behavior of eccentrically loaded stub column and axially compressed slender column with RPC-filled circular steel tube[D]. Fuzhou: Fuzhou University, 2005. (in Chinese).
    [96]
    TAN Ke-feng, PU Xin-cheng. Study on behavior and load bearing capacities of slender steel tubular columns and eccentrically loaded steel tubular columns filled with extra high strength concrete[J]. Journal of Building Structures, 2000, 21(2): 12-19. (in Chinese). doi: 10.3321/j.issn:1000-6869.2000.02.002
    [97]
    LUO Hua. Experimental and theoretical study of reactive powder concrete filled steel tube column under compression[D]. Beijing: Beijing Jiaotong University, 2015. (in Chinese).
    [98]
    CHEN Guo-can, XIAO Li-qiang, SHI Zhi-fang, et al. Study experimental studies on the mechanical properties of steel tubular columns confined the low cement concrete with super high strength under axial compression[J]. Journal of Putian University, 2018, 25(2): 71-75. (in Chinese). doi: 10.3969/j.issn.1672-4143.2018.02.016
    [99]
    PORTOLES J M, SERRA E, ROMERO M L. Influence of ultra-high strength infill in slender concrete-filled steel tubular columns[J]. Journal of Constructional Steel Research, 2013, 86: 107-114. doi: 10.1016/j.jcsr.2013.03.016
    [100]
    XIONG Ming-xiang, XIONG De-xin, LIEW J Y R. Behaviour of steel tubular members infilled with ultra high strength concrete[J]. Journal of Constructional Steel Research, 2017, 138: 168-183. doi: 10.1016/j.jcsr.2017.07.001
    [101]
    ZENG Jian-xian. Researches on behavior of eccentrically loaded slender column of circular steel tube RPC[D]. Fuzhou: Fuzhou University, 2006. (in Chinese).
    [102]
    XIONG Ming-xiang, XIONG De-xin, LIEW J Y R. Flexural performance of concrete filled tubes with high tensile steel and ultra-high strength concrete[J]. Journal of Constructional Steel Research, 2017, 132: 191-202. doi: 10.1016/j.jcsr.2017.01.017
    [103]
    YING Zheng. Experimental study on mechanical properties of RPC-FST under direct tension load[D]. Fuzhou: Fujian Agriculture and Forestry University, 2016. (in Chinese).
    [104]
    LI Jing. Experimental study on axial tensile of RPC-FST influenced by wall thickness[D]. Fuzhou: Fujian Agriculture and Forestry University, 2017. (in Chinese).
    [105]
    YAO Peng-yu. Experimental study on the mechanical properties of reactive powder concrete-filled steel tube under eccentric tension load[D]. Fuzhou: Fujian Agriculture and Forestry University, 2018. (in Chinese).
    [106]
    YAN Zhi-gang, LUO Hua, AN Ming-zhe. Analysis of RPC-filled steel tube arch bridge[J]. Sciencepaper Online, 2010, 5(7): 543-548. (in Chinese). doi: 10.3969/j.issn.2095-2783.2010.07.010
    [107]
    XIONG Ming-xiang, LIEW J Y R. Mechanical behaviour of ultra-high strength concrete at elevated temperatures and fire resistance of ultra-high strength concrete filled steel tubes[J]. Materials and Design, 2016, 104: 414-427. doi: 10.1016/j.matdes.2016.05.050
    [108]
    TIAN Zhi-min, WU Ping-an, DU Xiu-li. Dynamic response of RPC-filled steel tubular columns under axial impact loading[J]. Journal of Beijing University of Technology, 2010, 36(4): 482-489. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201004010.htm
    [109]
    GUO Zhi-kun, CHEN Wan-xiang, JIANG Meng, et al. SHPB test on reactive powder concrete-filled steel tubes after exposure to high temperature[J]. Journal of Vibration and Shock, 2017, 36(10): 134-139. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201710022.htm
    [110]
    ZOU Hui-hui, CHEN Wan-xiang, GUO Zhi-kun, et al. Tests for blast-resistant capacities of RPC filled steel tubular columns after exposure to fire[J]. Journal of Vibration and Shock, 2016, 35(13): 1-7. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201613001.htm
    [111]
    XU Shen-chun, WU Cheng-qing, LIU Zhong-xian, et al. Experimental investigation on the cyclic behaviors of ultra-high-performance steel fiber reinforced concrete filled thin-walled steel tubular columns[J]. Thin-Walled Structures, 2019, 140: 1-20. doi: 10.1016/j.tws.2019.03.008
    [112]
    YOU Jing-tuan, HAN Lin-hai. Experimental study on high-performance concrete filled steel tubular column subjected to cyclic loading[J]. Earthquake Engineering and Engineering Vibration, 2005, 25(3): 98-103. (in Chinese). doi: 10.3969/j.issn.1000-1301.2005.03.017
    [113]
    WANG Yuan-feng, LIANG Ya-ping. Study onmodulus of elasticity and poisson ratio of high performance concrete[J]. Journal of Northern Jiaotong University, 2004, 28(1): 5-7, 16. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BFJT200401002.htm
    [114]
    WANG Qiu-wei, WANG Yang, ZHANG Chun-yao, et al. Numerical simulation analysis on mechanical behavior of axially loaded reactive powder concrete filled steel tube short columns[J]. Journal of Disaster Prevention and Mitigation, 2019, 39(3): 421-429. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK201903007.htm
    [115]
    CHEN Bao-chun, LIN Yi-jun, YANG Jian, et al. Review on fiber function in ultra-high performance fiber reinforced concrete[J]. Journal of Fuzhou University (Natural Science Edition), 2020, 48(1): 58-68. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-FZDZ202001010.htm
    [116]
    SUN Peng, HOU Xiao-meng. Review and suggestion on fire resistance research of reinforced concrete structures[J]. Journal of Chang'an University (Natural Science Edition), 2018, 38(6): 20-30, 39. (in Chinese). doi: 10.3969/j.issn.1671-8879.2018.06.003
    [117]
    HOANG A L, FEHLING E. Influence of steel fiber content and aspect on the uniaxial tensile and compressive behavior of ultra high performance concrete[J]. Construction and Building Materials, 2017, 153: 790-806. doi: 10.1016/j.conbuildmat.2017.07.130
    [118]
    YANG Jian, CHEN Bao-chun, SU Jia-zhan. Effect of steel fiber on elasticity modulus of ultra-high performance concrete[J]. Journal of the Chinese Ceramic Society, 2020, 48(5): 652-658. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GXYB202005007.htm
    [119]
    LU Yi-yan, CHEN Juan, LI Shan. Experimental research on steel fiber reinforced high strength concrete filled steel tubular short columns subjected to axial compression load[J]. Journal of Building Structures, 2011, 32(10): 166-172. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201110022.htm
    [120]
    HOANG A L, FEHLING E. Effect of steel fiber on the behavior of circular steel tube confined UHPC columns under axial loading[C]∥Springer. 4th International RILEM Conference on Strain-Hardening Cement-Based Composites (SHCC). Berlin: Springer, 2017: 482-491.
    [121]
    CHEN Bao-chun, HUANG Fu-yun. Experimental research on influence of loading methods to behavior of concrete filled steel tubular stub columns under axial loads[J]. Journal of the China Railway Society, 2009, 31(3): 82-88. (in Chinese). doi: 10.3969/j.issn.1001-8360.2009.03.015
    [122]
    HUANG Fu-yun, YU Xin-meng, CHEN Bao-chun. The structural performance of axially loaded CFST columns under various loading conditions[J]. Steeland Composite Structures, 2012, 13(5): 451-471. doi: 10.12989/scs.2012.13.5.451
    [123]
    LUO Hua, JI Wen-yu, YAN Zhi-gang, et al. Research on influence of loading methods on compressive behavior of reactive powder concrete filled steel tube stub columns under axial loads[J]. Journal of the China Railway Society, 2014, 36(9): 105-110. (in Chinese). doi: 10.3969/j.issn.1001-8360.2014.09.20
    [124]
    CAI Shao-huai, JIAO Zhan-shuan. Behavior and ultimate strength of short concrete-filled steel tubular columns[J]. Journal of Building Structures, 1984, 5(6): 13-29. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB198406001.htm
    [125]
    Eurocode 4 (EC4), design of composite steel and concrete structures, Part 1-1: general rules and rules for buildings[S].
    [126]
    AISC—2016, specification forstructural steel buildings[S].
    [127] GB50936—2014, 钢管混凝土结构技术规范[S]. GB50936—2014, technical code for concrete filled steel tubular structures[S]. (in Chinese).
    [128]
    CAI Shao-huai, DI Xiao-tan. Behaviour and ultimate strength of concrete-filled steel tubular columns under eccentric loading[J]. Journal of Building Structures, 1985(4): 32-42. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB198504003.htm
    [129] GB 50010—2010, 混凝土结构设计规范[S]. GB 50010—2010, code for design of concrete structures[S]. (in Chinese).
    [130]
    AFG C. Ultra high performance fiber-reinforced concrete-interim recommendations[S].
    [131]
    AALETI S, PETERSEN B, SRITHARAN S. Design guide for precast UHPC waffle deck panel system, including connections (No. FHWA-HIF-13-032)[R]. Washangton DC: Federal Highway Administration (FHWA), 2013.
    [132]
    SIA 2052, recommendation: ultra-high performance fibre reinforced cement-based composites (UHPFRC) construction material, dimensioning undapplication[S].
    [133]
    HUANG Yu-fan, BRISEGHELLA B, ZORDAN T, et al. Shaking table tests for the evaluation of the seismic performance of an innovative lightweight bridge with CFST composite truss girder and lattice pier[J]. Engineering Structures, 2014, 75: 73-86. doi: 10.1016/j.engstruct.2014.05.039
    [134]
    NAKAMURA S. New structural forms for steel/concrete composite bridges[J]. Structural Engineering International, 2000, 10(1): 45-50. doi: 10.2749/101686600780620955
    [135]
    YAO Peng-yu, HUANG Wen-jin, YING Zheng, et al. Experimental investigation on axial tensile resistant of reactive powder concrete-filled steel tube[J]. Journal of Hebei University of Engineering (Natural Science Edition), 2018, 35(2): 25-30. (in Chinese). doi: 10.3969/j.issn.1673-9469.2018.02.006
    [136]
    CHEN Bao-chun, HUANG Wen-jin. Experimental research on ultimate load carrying capacity of truss girders made with circular tubes[J]. Journal of Building Structures, 2007, 28(3): 31-36. (in Chinese). doi: 10.3321/j.issn:1000-6869.2007.03.005
    [137]
    HUANG Wen-jin, LAI Zhi-chao, CHEN Bao-chun, et al. Concrete-filled steel tube (CFT) truss girders: experimental tests, analysis, and design[J]. Engineering Structures, 2018, 156: 118-129. doi: 10.1016/j.engstruct.2017.11.026
    [138]
    DING Fa-xing, YU Zhi-wu. Pure bending properties of self-compacting concrete filled circular steel tube[J]. Journal of Traffic and Transportation Engineering, 2006, 6(1): 63-68, 79. (in Chinese). doi: 10.3321/j.issn:1671-1637.2006.01.013
    [139]
    CHUNG K S, KIM J H, YOO J H. Experimental and analytical investigation of high-strength concrete-filled steel tube square columns subjected to flexural loading[J]. Steel and Composite Structures, 2013, 14(2): 133-153. doi: 10.12989/scs.2013.14.2.133
    [140]
    GULER S, COPUR A, AYDOGAN M. Flexural behaviour of square UHPC-filled hollow steel section beams[J]. Structural Engineering and Mechanics, 2012, 43(2): 225-237. doi: 10.12989/sem.2012.43.2.225
    [141]
    JAVED M F, SULONG N H R, MEMON S A, et al. FE modelling of the flexural behaviour of square and rectangular steel tubes filled with normal and high strength concrete[J]. Thin-Walled Structures, 2017, 119: 470-481. doi: 10.1016/j.tws.2017.06.025
    [142]
    CHITAWADAGI M V, NARASIMHAN M C. Strength deformation behaviour of circular concrete filled steel tubes subjected to pure bending[J]. Journal of Constructional Steel Research, 2009, 65(8-9): 1836-1845. doi: 10.1016/j.jcsr.2009.04.006
    [143]
    MA Xi-lun, CHEN Bao-chun, HUANG Qing-wei, et al. Study of steel fiber content influence on flexural behavior of R-UHPC beam[J]. Journal of Ningxia University (Natural Science Edition), 2019, 40(2): 130-136. (in Chinese). doi: 10.3969/j.issn.0253-2328.2019.02.007
    [144]
    LIANG Xing-wen, WANG Ping, XU Ming-xue, et al. Investigation on flexural capacity of reinforced ultra high performance concrete beams[J]. Engineering Mechanics, 2019, 36(5): 110-119. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201905011.htm
    [145]
    CHEN Bao-chun, LI Cong, HUANG Wei, et al. Review of ultra-high performance concrete shrinkage[J]. Journal of Traffic and Transportation Engineering, 2018, 18(1): 13-28. (in Chinese). doi: 10.3969/j.issn.1671-1637.2018.01.002
    [146]
    CHEN Bao-chun, LAI Xiu-ying. Shrinkage deformation of concrete filled steel tube and shrinkage stress of concrete filled steel tubular arch[J]. Journal of the China Railway Society, 2016, 38(2): 112-123. (in Chinese). doi: 10.3969/j.issn.1001-8360.2016.02.015
    [147]
    HAN Lin-hai, ZHAO Xiao-ling, TAO Zhong. Tests and mechanics model for concrete-filled SHS stub columns, columns and beam-columns[J]. Steel and Composite Structures, an International Journal, 2001, 1(1): 51-74. doi: 10.12989/scs.2001.1.1.051
    [148]
    SHRESTHA K M. The creep effect on CFST and encased CFST arch bridges[D]. Fuzhou: Fuzhou University, 2013.
    [149]
    XIE T, FANG C, ALI M S, et al. Characterizations of autogenous and drying shrinkage of ultra-high performance concrete (UHPC): an experimental study[J]. Cement and Concrete Composites, 2018, 91: 156-173. doi: 10.1016/j.cemconcomp.2018.05.009
    [150]
    LI Cong, CHEN Bao-chun, WEI Jian-gang. Shrinkage and mechanical property of UHPC with coarse aggregate[J]. Journal of Traffic and Transportation Engineering, 2019, 19(5): 11-20. (in Chinese). doi: 10.3969/j.issn.1671-1637.2019.05.003
    [151]
    FU Ze-dong. Study on preparation and mechanical behavior of reactive powder concrete filled steel tube[D]. Wuhan: Wuhan University of Technology, 2018. (in Chinese).
    [152]
    HUANG Wen-jin, SHENG Ye, ZHANG Zheng-bin, et al. Experimental study on bond strength of interface between steel fiber reinforced reactive powder concrete and steel tube[J]. Journal of Building Structures, 2017, 38(S1): 502-507, 514. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB2017S1072.htm
    [153]
    WANG Qiu-wei, LIU Le, SHI Qing-xuan, et al. A calculation method of the interface bond strength of reactive powder concrete filled steel tubes[J]. Engineering Mechanics, 2020, 37(4): 41-50. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202004006.htm
    [154]
    QU Xiu-shu, CHEN Zhi-hua, NETHERCOT D A, et al. Load-reversed push-out tests on rectangular CFST columns[J]. Journal of Constructional Steel Research, 2013, 81: 35-43. doi: 10.1016/j.jcsr.2012.11.003
    [155]
    KANG Xi-liang, CHENG Yao-fang, ZHANG Li, et al. Theoretical analysis of bond-slip constitutive relationship for CFST[J]. Engineering Mechanics, 2009, 26(10): 74-78. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200910013.htm
    [156]
    ROEDER C W, CAMERON B, BROWN C B. Composite action in concrete filled tubes[J]. Journal of Structural Engineering, 1999, 125(5): 477-484. doi: 10.1061/(ASCE)0733-9445(1999)125:5(477)
    [157]
    LIU Zhen-yu, CHEN Bao-chun. An experimental study on interfacial bond strength of concrete filled steel tube[J]. Journal of Guangxi University (Natural Science Edition), 2012, 37(4): 698-705. (in Chinese). doi: 10.3969/j.issn.1001-7445.2012.04.014
    [158]
    YU Xin-meng, CHEN Wen-jie, CHEN Bao-chun. Measurement and statistical analysis of normal bonding strength between steel and concrete[J]. Journal of Dongguan University of Technology, 2016, 23(5): 83-90. (in Chinese). doi: 10.3969/j.issn.1009-0312.2016.05.015
    [159]
    SHEN Pei-liang, LU Lin-nu, HE Yong-jia, et al. Experimental investigation on the autogenous shrinkage of steam cured ultra-high performance concrete[J]. Construction and Building Materials, 2018, 162: 512-522. doi: 10.1016/j.conbuildmat.2017.11.172
    [160]
    CAO Shi-yong. Study on autogenous shrinkage characteristic and mechanism of ultra-high performance cementitous composite[J]. Bulletin of the Chinese Ceramic Society, 2015, 34(3): 813-818, 823. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GSYT201503048.htm
    [161]
    LUO Xia, WEI Jian-gang, LI Cong, et al. Experimental investigations of the shrinkage behavior of sealed UHPC[J]. Journal of Basic Science and Engineering, 2018, 26(4): 830-842. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YJGX201804013.htm
    [162]
    LI Cong, CHEN Bao-chun, HUANG Qing-wei. Experimental research on shrinkage of ultra-high performance concrete under restrained rings[J]. Engineering Mechanics, 2019, 36(8): 49-58. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201908005.htm
    [163]
    WEI Ke-feng, JIA Shan-po, GAO Yuan. Experimental study on interfacial bond strength of reactive powder concrete-filled steel tube[J]. Building Structure, 2019, 49(22): 101-107. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201922018.htm
    [164]
    WANG Chong, PU Xin-cheng, LIU Fang, et al. The preparation of 150-200 MPa super high strength and high performance concrete[J]. Industrial Construction, 2005, 35(1): 18-20. (in Chinese). doi: 10.3321/j.issn:1000-8993.2005.01.006
    [165]
    YAN Pei-yu. Development and status of Ultra-High Strength Concrete (UHPC)[J]. China Concrete, 2010(9): 36-41. (in Chinese). doi: 10.3969/j.issn.1674-7011.2010.09.009
    [166]
    WANG Yan, SHAO Xu-dong, CAO Jun-hui. Experimental study on basic performances of reinforced UHPC bridge deck with coarse aggregates[J]. Journal of Bridge Engineering, 2019, 24(12): 04019119-1-11. doi: 10.1061/(ASCE)BE.1943-5592.0001492
    [167]
    MA Jian-xin, ORGASS M, DEHN F, et al. Comparative investigations on ultra-high performance concrete with and without coarse aggregates[C]//Kassel University. International Symposium on Ultra-high Performance Concrete (UHPC). Kassel: Kassel University, 2004: 205-212.
    [168]
    ZENG Xian-zhi, DENG Kai-lai, LIANG Huan-wei, et al. Uniaxial behavior and constitutive model of reinforcement confined coarse aggregate UHPC[J]. Engineering Structures, 2020, 207: 110261-1-11. doi: 10.1016/j.engstruct.2020.110261
    [169]
    ZHANG Li-hui, LIU Jia-ping, ZHOU Hua-xin, et al. Effects of coarse aggregate and steel fiber on uniaxial tensile property of ultra-high performance concrete[J]. Materials Reports, 2017, 31(23): 109-114. (in Chinese). doi: 10.11896/j.issn.1005-023X.2017.023.015
    [170]
    LI P P, YU Q L, BROUWERS H J H. Effect of coarse basalt aggregates on the properties of ultra-high performance concrete (UHPC)[J]. Construction and Building Materials, 2018, 170: 649-659. doi: 10.1016/j.conbuildmat.2018.03.109
    [171]
    PENG Yuan, GAO Yu-xin, WU Xiong, et al. Study on the influence of aggregate on the performance of 140 MPa strength grade concrete[J]. China Concrete and Cement Products, 2015(1): 15-18. (in Chinese). doi: 10.3969/j.issn.1000-4637.2015.01.004
    [172]
    PU Xin-cheng, YAN Wu-nan, WANG Chong, et al. Preparation technology of 100-150 MPa ultra-high strength and high performance concrete[J]. China Concrete and Cement Products, 1998(6): 3-7. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HNTW806.000.htm
    [173]
    SOBUZ H R, VISINTIN P, MOHAMED ALI M S M, et al. Manufacturing ultra-high performance concrete utilising conventional materials and production methods[J]. Construction and Building materials, 2016, 111: 251-261. doi: 10.1016/j.conbuildmat.2016.02.102
    [174]
    HUANG Zheng-yu, LI Shi-gen. Study on mechanical properties of ultra high performance concrete with coarse aggregate[J]. Journal of Hunan University (Natural Sciences), 2018, 45(3): 47-54. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201803006.htm
    [175]
    PENG Gai-fei, YANG Juan, GAO Yu-xin, et al. Factors influencing compressive strength of Ultra-High Performance Concrete with coarse aggregate[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2012, 33(6): 5-9. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HBSL201206001.htm
    [176]
    TAO Zhong, SONG Tian-yi, UY B, et al. Bond behavior in concrete-filled steel tubes[J]. Journal of Constructional Steel Research, 2016, 120: 81-93. doi: 10.1016/j.jcsr.2015.12.030
    [177]
    HUANG Zheng-yu, LIU Yong-qiang, LI Cao-wang. Performance research of ultra high performance concrete incorporating HCSA expansion agent[J]. Materials Reports, 2015, 29(4): 116-121. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CLDB201504029.htm
    [178]
    SHEN Pei-liang, LU Lin-nu, HE Yong-jia, et al. Investigation on expansion effect of the expansive agents in ultra-high performance concrete[J]. Cement and Concrete Composites, 2020, 105: 103425-1-13. doi: 10.1016/j.cemconcomp.2019.103425
    [179]
    PARK J J, YOO D Y, KIM S W, et al. Combined Influence of expansive and shrinkage reducing admixtures on the shrinkage behavior of Ultra-High Performance Concrete[J]. Key Engineering Materials, 2012, 488/489: 242-245.
    [180]
    PARK J J, YOO D Y, KIM S W, et al. Autogenous shrinkage of ultra high performance concrete considering early age coefficient of thermal expansion[J]. Structural Engineering and Mechanics, 2014, 49(6): 763-773. doi: 10.12989/sem.2014.49.6.763
    [181]
    MEDDAH M S, SUZUKI M, SATO R. Influence of a combination of expansive and shrinkage-reducing admixture on autogenous deformation and self-stress of silica fume high-performance concrete[J]. Construction and Building Materials, 2011, 25(1): 239-250. doi: 10.1016/j.conbuildmat.2010.06.033
    [182]
    HASHOLT M T, JENSEN O M, KOVLER K, et al. Can superabsorent polymers mitigate autogenous shrinkage of internally cured concrete without compromising the strength?[J]. Construction and Building Materials, 2012, 31: 226-230. doi: 10.1016/j.conbuildmat.2011.12.062
    [183]
    LIU Jian-hui, SHI Cai-jun, FARZADNIA N, et al. Effects of pretreated fine lightweight aggregate on shrinkage and pore structure of ultra-high strength concrete[J]. Construction and Building Materials, 2019, 204: 276-287. doi: 10.1016/j.conbuildmat.2019.01.205
    [184]
    NGUYEN V T, YE G, YAN B K, et al. Hydration and microstructure of ultra high performance concrete incorporating rice husk ash[J]. Cement and Concrete Research, 2011, 41(11): 1104-1111. doi: 10.1016/j.cemconres.2011.06.009
    [185]
    SHI Cai-jun, WU Ze-mei, XIAO Jian-fan, et al. A review on ultra high performance concrete: Part Ⅰ: raw materials and mixture design[J]. Construction and Building Materials, 2015, 101: 741-751. doi: 10.1016/j.conbuildmat.2015.10.088
    [186]
    XUE Jun-qing, BRISEGHELLA B, HUANG Fu-yun, et al. Review of ultra-high performance concrete and its application in bridge engineering[J]. Construction and Building Materials, 2020, 260: 119844-1-12. doi: 10.1016/j.conbuildmat.2020.119844
    [187]
    YAN Zhi-gang, AN Ming-zhe, WU Peng-peng, et al. Experimental study of the bond strength at the interface of reactive powder concrete-filled steel tube columns[J]. China Railway Science, 2009, 30(6): 7-11. (in Chinese). doi: 10.3321/j.issn:1001-4632.2009.06.002
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