Volume 18 Issue 6
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2018  >  18(6): 37-49
Next Previous
ZHANG Wen-jun, ZHANG Xin-xin, SONG Xiao-long. Mechanical properties of shield tunnel with inclined bolt joint and temperature distribution law under fire[J]. Journal of Traffic and Transportation Engineering, 2018, 18(6): 37-49. doi: 10.19818/j.cnki.1671-1637.2018.06.005
Citation: ZHANG Wen-jun, ZHANG Xin-xin, SONG Xiao-long. Mechanical properties of shield tunnel with inclined bolt joint and temperature distribution law under fire[J]. Journal of Traffic and Transportation Engineering, 2018, 18(6): 37-49. doi: 10.19818/j.cnki.1671-1637.2018.06.005
shu

Mechanical properties of shield tunnel with inclined bolt joint and temperature distribution law under fire

doi: 10.19818/j.cnki.1671-1637.2018.06.005
  • 1.

    School of Civil Engineering, Tianjin University, Tianjin 300354, China

  • 2.

    Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin University, Tianjin 300354, China

More Information
  • Author Bio:

    ZHANG Wen-jun(1975-), male, associate professor, PhD, wjzhang@tju.edu.cn

  • Received Date: 2018-06-09
  • Publish Date: 2018-12-25
    Abstract
  • A three-dimensional solid model of circumferential composite segments and the circumferential inclined bolted joint was established using the finite element calculation software ABAQUS.The nonlinearity of the composite segment material was considered, and the elastoplastic constitutive model was adopted.The mechanical properties of the circumferential inclined bolted joint under normal temperature were analyzed.According to the heating up curve of HC, the heat transfer characteristics of the joint model were analyzed, and the temperature distribution laws of the composite segment lining and the circumferential inclined bolted joint under fire were studied.Analysis result shows that the use of a high-strength bolt can effectively reduce the opening of the joint and increase the joint stiffness.For high-strength bolts, the maximum axial stress of the inclined bolt is easy to yield at the initial stage, and the increase inbending moment and axial force of the joint has little influence on the stress of the bolt, but has more influence on deformation of the bolt.When the negative bending moment of the joint increases from 7 kN·m to 122 kN·m, the axial force of the joint increases from 368 kN to 734 kN, and the maximum strain of the inclined bolt increases by 1.6 times.When the positive bending moment of the joint increases from 53 kN·m to 182 kN·m, and the axial force of the joint increases from 903 kN to 1 056 kN, the maximum strain of the inclined bolt increases by 5.9 times.Under the normal temperature, a special antisymmetric distribution of the axial stress of the inclined bolt is shown near the seam.The axial stresses of the inclined bolt, except the joints are equal, is about 400 MPa, and the maximum absolute value of the axial stress at the joint can reach 700 MPa.In a fire, the fastest temperature rise is at the hand hole, and if the temperature reaches its highest, it can reach 1 000 ℃ in 80 min.The temperature of concrete at the seam reaches a stable temperature after 100 min, and at the nut after 150 min.This stable temperature is about 1 000℃.

     

    • FullText(HTML)
  • loading
    • References(33)
  • [1]
    YE Fei, CHEN Zhi, GOU Chang-fei, et al. Back-filled grouting compaction model of shield tunnel based on spherical cavity expansion[J]. Journal of Traffic and Transportation Engineering, 2014, 14 (1): 35-42. (in Chinese). doi: 10.3969/j.issn.1671-1637.2014.01.007
    [2]
    ZHANG Wen-jun, WANG J H, JIN Ming-ming, et al. Numerical analysis of DRC segment under inner water pressure based on full-scale test verification for shield tunnel[J]. Tunnelling and Underground Space Technology, 2016, 56: 157-167. doi: 10.1016/j.tust.2016.03.010
    [3]
    ZHANG Wen-jun, KOIZUMI A. Behavior of composite segment for shield tunnel[J]. Tunnelling and Underground Space Technology, 2010, 25 (4): 325-332. doi: 10.1016/j.tust.2010.01.007
    [4]
    LUO Chao. A study on mechanical behaviors of shield tunnel segment joint and structural residual capacity under fire scenarios[D]. Changsha: Central South University, 2014. (in Chinese).
    [5]
    ZHANG Wen-jun, KOIZUMI A. A study of the localized bearing capacity of reinforced concrete K-segment[J]. Tunnelling and Underground Space Technology, 2007, 22 (4): 467-473. doi: 10.1016/j.tust.2006.08.001
    [6]
    ZHAO Wu-sheng, CHEN Wei-zhong, YANG Fan. Study of the interface mechanical properties of concrete segments in shield tunnels[J]. Modern Tunnelling Technology, 2015, 52 (3): 119-126. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201503018.htm
    [7]
    MENG Zhen-jiang, PENG Jian-bing, HUANG Qiang-bing, et al. Influence of ground fissure activity on subway tunnel in third-kind surveying site[J]. Journal of Traffic and Transportation Engineering, 2017, 17 (2): 41-51. (in Chinese). doi: 10.3969/j.issn.1671-1637.2017.02.005
    [8]
    QIANG Jian. A study on fire damage to subway tunnel lining and evaluation method after fire scenarios[D]. Shanghai: Tongji University, 2007. (in Chinese).
    [9]
    SHI Yong-xiang, ZHAO Wu-sheng. Research on flexural rigidity of the segment joint of a large-diameter shield tunnel[J]. Modern Tunnelling Technology, 2013, 50 (1): 115-122, 133. (in Chinese). doi: 10.3969/j.issn.1009-6582.2013.01.019
    [10]
    ZHU He-hua, CUI Mao-yu, YANG Jin-song. Design model for shield lining segments and distribution of load[J]. Chinese Journal of Geotechnical Engineering, 2000, 22 (2): 190-194. (in Chinese). doi: 10.3321/j.issn:1000-4548.2000.02.009
    [11]
    ZHANG Dong-mei, FAN Zhen-yu, HUANG Hong-wei. Calculation method of shield tunnel lining considering mechanical characteristics of joints[J]. Rock and Soil Mechanics, 2010, 31 (8): 2546-2552. (in Chinese). doi: 10.3969/j.issn.1000-7598.2010.08.033
    [12]
    DONG Xin-ping, XIE Feng-zan. Analytical solution of segment joint model for segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2013, 35 (10): 1870-1875. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201310017.htm
    [13]
    ZHANG Wen-jun, ZHANG Xin-xin, ZHANG Yun-pei. Influence of inclined bolt grade on bearing capacity and deformation of shield tunnel joint[J]. Chinese Journal of Underground Space and Engineering, 2018, 14 (S1): 227-234. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2018S1034.htm
    [14]
    ZHANG Wen-jun, ZHANG Gao-le, LEI Hua-yang. Research on shear performance of FRP-key joint for shield tunnel and rationality of arrangement based on plastic-damage model[J]. China Journal of Highway and Transport, 2017, 30 (8): 38-48. (in Chinese). doi: 10.3969/j.issn.1001-7372.2017.08.004
    [15]
    ABANTO J, REGGIO M, BARRERO D, et al. Prediction of fire and smoke propagation in an underwater tunnel[J]. Tunnelling and Underground Space Technology, 2007, 22 (1): 90-95. doi: 10.1016/j.tust.2005.10.006
    [16]
    MIGOYA E, CRESPO A, GARCLA J, et al. A simplified model of fires in road tunnels. Comparison with threedimensional models and full-scale measurements[J]. Tunnelling and Underground Space Technology, 2009, 24 (1): 37-52. doi: 10.1016/j.tust.2008.01.006
    [17]
    YAN Zhi-guo, ZHU He-hua, JU J W. Behavior of reinforced concrete and steel fiber reinforced concrete shield TBM tunnel linings exposed to high temperatures[J]. Construction and Building Materials, 2013, 38: 610-618. doi: 10.1016/j.conbuildmat.2012.09.019
    [18]
    YAN Zhi-guo, SHEN Yi, ZHU He-hua, et al. Experimental study of tunnel segmental joints subjected to elevated temperature[J]. Tunnelling and Underground Space Technology, 2016, 53: 46-60. doi: 10.1016/j.tust.2016.01.005
    [19]
    YAN Zhi-guo. A study on mechanical behaviors and fireproof methods of tunnel lining structure during and after fire scenarios[D]. Shanghai: Tongji University, 2007. (in Chinese).
    [20]
    GUO Xin-jun. Experimental study and numerical simulation analysis of fire resistance performance of concrete segment component of shield tunnel[D]. Changsha: Central South University, 2013. (in Chinese).
    [21]
    XU Zhi-sheng, ZHANG Wei-zhen. Experimental investigation and numerical analysis for RC beams strengthened with CFRP after fire damage[J]. Journal of Railway Science and Engineering, 2004, 1 (2): 79-83. (in Chinese). doi: 10.3969/j.issn.1672-7029.2004.02.015
    [22]
    LIU Teng, YUAN Da-jun, ZHANG Hai. Experimental study on waterproof performance deterioration regulation of shield segment joint rubber in environment of high temperature fire[J]. China Civil Engineering Journal, 2015, 48 (S1): 244-249. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC2015S1040.htm
    [23]
    LIU Teng, YUAN Da-jun, WANG An-hua, et al. Experimental study on watertight performance of prototype shield tunnel segment joint affected by fire[J]. China Civil Engineering Journal, 2016, 49 (7): 116-122. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201607011.htm
    [24]
    YAN Jia-liang. Discussion and selection of segment joint type of shield tunnel[J]. Architecture Technology, 2009, 40 (3): 269-272. (in Chinese). doi: 10.3969/j.issn.1000-4726.2009.03.022
    [25]
    ICHIHARA S, MIZUNO K, MICHIKOSHI S, et al. Experimental and analytical study of fire behavior of fireresistant segment joints[J]. Taisei Construction Technology Corporation, 2008, 41: 1-6. (in Japanese).
    [26]
    GUO Rui, HE Chuan, SU Zong-xian, et al. Study of shearing mechanical properties of segment joints of shield tunnels[J]. Modern Tunnelling Technology, 2011, 48 (4): 72-77. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201104014.htm
    [27]
    WU Lan-ting. FEM analysis on mechanical behaviors of segment joints of shield tunnel[D]. Chengdu: Southwest Jiaotong University, 2005. (in Chinese).
    [28]
    ZHANG Wen-jun, JIN Ming-ming, SU Ren, et al. Experiment on mechanical properties of steel and concrete composite segment for shield tunnel[J]. China Journal of Highway and Transport, 2016, 29 (5): 84-94. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201605012.htm
    [29]
    AKIHIRO N. Fire test and numerical analysis of steelconcrete composite member by vehicle fire in tunnel[D]. Tokyo: Waseda University, 2011. (in Japanese).
    [30]
    GUO Jun, LIU Shuai, JIANG Shu-ping. Fire-proof test and numerical simulation on tube structure of subsea tunnel[J]. China Journal of Highway and Transport, 2016, 29 (1): 96-104, 114. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201601014.htm
    [31]
    HU Hui-rong, SHU Zhong-wen, CHENG Chong-guo. Numerical simulation of temperature field of tunnel lining under high temperature in case of fire[J]. Tunnel Construction, 2010, 30 (1): 15-19. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JSSD201001005.htm
    [32]
    HUANG Xu. Study on the stress analysis and reliability of shield tunnel joint structure under high temperature[D]. Changsha: Central South University, 2014. (in Chinese).
    [33]
    DUAN Wen-xi. Fire analysis and treatment of building structures[J]. Industrial Construction, 1985 (8): 51-54. (in Chinese. https://www.cnki.com.cn/Article/CJFDTOTAL-GYJZ198508009.htm
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (805) PDF downloads(523) Cited by()
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return