Volume 22 Issue 1
Feb.  2022
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HUANG Qing-wei, LIAO Miao-xing, CHEN Bao-chun, LU Shao-bin, LIU Jun-ping, LI Cong, HUANG Wen-jin, HUANG Xin-yi. Axial compression test of masonry short columns with ultra-high performance mortar[J]. Journal of Traffic and Transportation Engineering, 2022, 22(1): 93-102. doi: 10.19818/j.cnki.1671-1637.2022.01.007
Citation: HUANG Qing-wei, LIAO Miao-xing, CHEN Bao-chun, LU Shao-bin, LIU Jun-ping, LI Cong, HUANG Wen-jin, HUANG Xin-yi. Axial compression test of masonry short columns with ultra-high performance mortar[J]. Journal of Traffic and Transportation Engineering, 2022, 22(1): 93-102. doi: 10.19818/j.cnki.1671-1637.2022.01.007
shu

Axial compression test of masonry short columns with ultra-high performance mortar

doi: 10.19818/j.cnki.1671-1637.2022.01.007
  • 1.

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

  • 2.

    College of Transportation and Civil Engineering, Fujian Agriculture and Forestry University, Fuzhou 350108, Fujian, China

Funds:

National Natural Science Foundation of China 51878178

Natural Science Foundation of Fujian Province 2019J01231

Opening Project of Fujian Provincial Key Laboratory on Multi-Disasters Prevention and Mitigation in Civil Engineering MPMC-2021001

Transportation Science and Technology Project of Fujian Province 201905

More Information
  • Author Bio:

    HUANG Qing-wei(1982-), male, associate professor, PhD, huangqingwei@fzu.edu.cn

  • Received Date: 2021-07-19
  • Publish Date: 2022-02-25
    Abstract
  • To improve the mechanical properties of masonry columns, a new masonry column with UHPM (UMC) based on the ultra-high performance mortar (UHPM) was proposed. Axial compression test were carried out on two groups of UMC with fired brick and concrete brick. By comparing with the conventional masonry columns (MC), the stress mechanism and failure mode of UMC were discussed. The applicability of formula for calculating the axial compression bearing capacity of masonry columns in the current specification to UMC was evaluated, and the prediction formula for the axial compression bearing capacity of UMC was proposed. Analysis results show that the whole stress process of UMC and MC is similar, which both experience the stress stage before cracking, cracking development stage and failure stage. The initial cracking load of UMC is much higher than that of MC, where, the values of UMC with fired brick and concrete brick are 2.36 and 2.45 times than those of MC, respectively, and both are greater than the ultimate load of MC. Both the UMC and MC lost their bearing capacity due to the block failure. The failure mode of MC shows obvious brittleness, and the cracks mainly develop at the interface between the mortar and the block. However, the failure of UMC shows good ductility, and the crushing degree of block is much larger than that of MC. Compared with MC, mortar in UMC is no longer a weak part, and the UHPM plays a constraint role on the lateral deformation of the block, which can significantly improve the bearing capacity of the masonry column. The compression bearing capacities of UMC with fired brick and concrete brick are 1.74 and 2.00 times that of MC, respectively, indicating that the application of UHPM in masonry structure is quite feasible. The strength calculation formula for MC in the current specification will overestimate the bearing capacity of UMC. The proposed UMC strength calculation formula for UMC takes into account the strength of block and the constraint effect of UHPM on the block. 8 tabs, 9 figs, 25 refs.

     

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    • References(25)
  • [1]
    YUAN Zhen-fang, LIU Bin. The state of development and suggestion on masonry structure in China[J]. Building Structure, 1999, 29(10): 9-13. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG199910002.htm
    [2]
    PODESTÀ S. A damage model for the analysis of the seismic response of monumental buildings[J]. Journal of Earthquake Engineering, 2005, 9(3): 419-444.
    [3]
    RADIVOJEVIC A, KURTOVIC-FOLIC N. Evolution of bricks and brick masonry in the early history of its use in the region of today's Serbia[J]. Journal of Materials in Civil Engineering, 2006, 18(5): 692-699. doi: 10.1061/(ASCE)0899-1561(2006)18:5(692)
    [4]
    SANDIN K. Mortars for masonry and rendering choice and application[J]. Building Issues, 1995, 9(3): 3-18.
    [5]
    VENU MADHAVA RAO K, VENKATARAMA REDDY B V, JAGADISH K S. Strength characteristics of stone masonry[J]. Materials and Structures, 1997, 30(4): 233-237. doi: 10.1007/BF02486181
    [6]
    SUN Jing-jiang, MA Qiang, SHI Hong-bin, et al. Building damage in cities and towns located in higher intensity areas during Wenchuan earthquake[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(3): 7-15. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200803001.htm
    [7]
    LI Bi-xiong, XIE He-ping, DENG Jian-hui, et al. Characteristic analysis of performance and damage of buildings in Wenchuan earthquake and considerations in aseismic design of building[J]. Journal of Disaster Prevention and Mitigation Engineering, 2009, 29(2): 224-230, 236. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK200902021.htm
    [8]
    FANG Yuan, CHEN Bing. The enhancement and mechanism of glass fiber on mechanical properties of magnesium phosphate cement mortar[J]. Materials Review, 2017, 31(24): 6-9, 39. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CLDB201724003.htm
    [9]
    WANG Pei-ming, XU Qi, STARK J. Mechanical properties of styrene-butadiene emulsion modified cement mortar used for repair of bridge surface[J]. Journal of Building Materials, 2001, 4(1): 1-6. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZCX200101002.htm
    [10]
    CHEN Hua-guang, XIONG Jian-ping. Mechanical properties of three kinds of emulsion modified cement mortar for road repair[J]. Highways and Automotive Applications, 2005(2): 75-77. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZNQY200502030.htm
    [11]
    ZHENG Zhi-wei, GONG Ai-min, PENG Yu-lin. Experimental study of performance of propylene diethylene glycol dinitrate copolymerization emulsion modified cement mortar[J]. Journal of Yunnan Agricultural University (Natural Science Edition), 2007, 22(3): 427-430. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YNDX200703026.htm
    [12]
    YI Wei-jian, NONG Jin-long, HUANG Zheng-yu, et al. Research on long-time interfacial bonding performance of polymer modified cement-based mortars[J]. Bulletin of the Chinese Ceramic Society, 2011, 30(4): 938-942, 949. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GSYT201104041.htm
    [13]
    ZHAO Wei, LI Dong-xu, LI Qing-hai. Review of polymer modified mortar[J]. Materials Review, 2010, 24(11): 136-140. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CLDB201011037.htm
    [14]
    WANG Chao, LIU Zhao-shuang, ZHAO Wen-jie. Research development on mechanism of polymer modified cement based materials[J]. Bulletin of the Chinese Ceramic Society, 2017, 36(4): 1254-1257, 1265. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GSYT201402034.htm
    [15]
    LI Cong, CHEN Bao-chun, SU Jia-zhan, et al. Experimental study of ultra-high performance mortar masonry short columns under axial loads[C]//TOUTLEMONDE F, RESPLENDINO J. Proceedings of the AFGC-ACI-fib-RILEM International Conference on Ultra-High Performance Fibre-Reinforced Concrete. Paris: RILEM Publication, 2017: 605-614.
    [16]
    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) https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201403002.htm
    [17]
    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
    [18]
    CHEN Bao-chun, YANG Jian, WU Xiang-guo, et al. Multi-indicators classification of UHPC mechanical properties[J]. China Journal of Highway and Transport, 2021, 34(8): 23-34. (in Chinese)
    [19]
    DU Ren-yuan, HUANG Qing-wei, CHEN Bao-chun. Application and study of reactive powder concrete to bridge engineering[J]. World Bridges, 2013, 41(1): 69-74. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201301016.htm
    [20]
    HUANG Qing-wei, DU Ren-yuan, CHEN Bao-chun. Application of ultra high performance concrete in bridge structure[C]//China Civil Engineering Society. Proceeding of the Ninth National Conference on High Strength and High Performance Concrete. Fuzhou: China Civil Engineering Society, 2014: 342-349. (in Chinese)
    [21]
    SHAO Xu-dong, FAN Wei, HUANG Zheng-yu. Application of ultra-high-performance concrete in engineering structures[J]. China Civil Engineering Journal, 2021, 54(1): 1-13. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202101001.htm
    [22]
    ZHAO Yun, LIAN Hui-zhen. Questions and answers to ultra-high performance concrete (UHPC)[J]. China Concrete, 2016(4): 98-103. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZSJ201604025.htm
    [23]
    RIDDINGTON J R, GHAZALI M Z. Hypothesis for shear failure in masonry joints[J]. Proceedings of the Institution of Civil Engineers, 1990, 89(1): 89-102.
    [24]
    ALI S S, PAGE A W. Finite element model for masonry subjected to concentrated loads[J]. Journal of Structural Engineering, 1988, 114(8): 1761-1784.
    [25]
    DU Ren-yuan, CHEN Bao-chun. Experimental research on the ultimate load capacity of reactive powder concrete arches[J]. Engineering Mechanics, 2013, 30(5): 42-48. (in Chinese)
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