- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
- Chinese S&T Journal Citation Reports
- Chinese Science Citation Database
| Citation: | ZHAN Yulin, LI Guifeng, ZHAO Renda, ZOU Zhaoyong, XUE Dengyu. Failure Mechanism and Shear Capacity of Organic Polymer Shear Connectors[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 524-531. doi: 10.3969/j.issn.0258-2724.2017.03.012
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ZONA A, RANZI G. Shear connection slip demand in composite steel-concrete beams with solid slabs[J]. Journal of Constructional Steel Research, 2014, 102(11): 266-281.
|
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SOTY R, SHIMA H. Formulation for maximum shear force on L-shape shear connector subjected to strut compressive force at splitting crack occurrence in steel-concrete composite structures[J]. Engineering Structures, 2013, 46(1): 581-592.
|
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MALEKI S, BAGHERI S. Behaviour of channel shear connectors. part Ⅰ: experimental study[J]. Journal of Constructional Steel Research, 2008, 64(12): 1333-1340.
|
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LARBI S A, FEFFIER E, JURKIEWIEZ B, et al. Static behavior of steel concrete beam connected by bonding[J]. Engineering Structures, 2007, 29(6): 1034-1042.
|
|
BOUAZAOUI L, JURKIEWIEZ B, DELMAS Y, et al. Static behaviour of a full-scale steel-concrete beam with epoxy-bonding connection[J]. Engineering Structures, 2008, 30(7): 1981-1990.
|
|
JURKIEWIEZ B, MEAUD C, FERRIER E. Non-linear models for steel-concrete epoxy-bonded beams [J]. Journal of Constructional Steel Research, 2014, 100(1): 108-121.
|
|
杨文瑞,何雄君,代力. CFRP锚杆与环氧树脂的耐久性试验研究[J]. 武汉理工大学学报,2014,36(11): 93-96. YANG Wenrui, HE Xiongjun, DAI Li. Experimental study the durability of CFRP anchor and epoxy resin[J]. Journal of Wuhan University of Technology, 2013, 36(11): 93-96.
|
|
李保亮,丁百湛,黄国君,等. CFRP嵌入式加固砌体结构抗弯性能试验研究[J]. 新型建筑材料,2014,41(9): 91-94. LI Baoliang, DING Baizhan, HUANG Guojun, et al. Experimental study of out-of-plane flexural performance of masonry structures strengthened with near-surface mounted carbon fiber reinforce polymer[J]. Journal of New Construction Material, 2014, 41(9): 91-94.
|
|
Civil Engineering and Building Structures Standards Committee to Technical Committee.BS5400: steel, concrete and composite bridge, Part 5: code of practice for design of composite bridge[S]. London: British Standards Institution, 1988.
|
|
BERTHET J F, YURTDAS I, DELMAS Y, et al. Evaluation of the adhesion resistance between steel and concrete by push out test[J]. International Journal of Adhesion and Adhesives, 2011, 31(2): 75-83.
|
|
GARBACZ A, COURAD L, KOSTANA K. Characterization of concrete surface roughness and its relation to adhesion in repair systems[J]. Materials Characterization, 2006, 56(4/5): 281-289.
|
|
LI A, KRISTER C. Push-out tests on studs in high strength and normal concrete[J]. Journal of Constructional Steel Research, 1996, 36(1): 15-29.
|
|
宗周红,车惠民. 剪力连接件静载和疲劳试验研究[J]. 福州大学学报:自然科学版,1999,27(6): 61-66. ZONG Zhouhong, CHE Huimin. Experimental study of shear connector under static and fatigue loading[J]. Journal of Fuzhou University: Natural Science, 1999, 27(6): 61-66.
|
|
SCOTT A C, PRABHJEET S. Behavior of shear studs subjected to fully reversed cycle loading[J]. ASCE, Journal of Structural Engineering, 2003, 129(11): 1466-1474.
|
|
ISABEL V, PAULO J S C. Experimental analysis of perfobond shear connection between steel and lightweight concrete[J]. Journal of Constructional Steel Research, 2004, 60(3/4/5): 465-479.
|
|
SHIM C S, LEE P G, YOON T Y. Static behavior of large stud shear connectors[J]. Engineering Structures, 2004, 26(12): 1853-1860.
|
|
LEE P G, SHIM C S, CHANG S P. Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridge[J]. Journal of constructional steel research, 2005, 61(9): 1270-1285.
|
|
LAM D. Capacities of headed stud shear connectors in composite steel beams with precast hollowcore slabs[J]. Journal of Constructional Steel Research, 2007, 63(9): 1160-1174.
|
|
XUE D Y, LIU Y Q, YU Z, et al. Static behavior of multi-stud shear connectors for steel-concrete composite bridge[J]. Journal of Constructional Steel Research, 2012,74(8): 1-7.
|
|
XU C, SUGIURA K. Parametric push-out analysis on group studs shear connector under effect of bending-induced concrete cracks[J]. Journal of Constructional Steel Research, 2013, 89(5): 86-97.
|
|
KIM J S, KWARK J, JOH C, et al. Headed stud shear connector for thin-ultrahigh-performance concrete bridge deck[J]. Journal of Constructional Steel Research, 2015,108: 23-30.
|
|
REN X S, ZHOU B. Design and analysis of a reinforced concrete beam retrofitted by externally bonded h-type steel member[J]. Procedia Engineering, 2011, 14: 2133-2140.
|
|
LUO Y J, LI A, KANG Z. Parametric study of bonded steel-concrete composite beams by using finite element analysis[J]. Engineering Structures, 2012, 34(1): 40-51.
|
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