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| ABI Erdi1,2,FENG Xiating1,ZHENGYingren2,XIN Jianping2 |
(1. Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;
2. Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China) |
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| [1] HOFBECK J A,IBRAHIM I O,MATTOCK A H. Shear transfer in reinforced concrete[J]. ACI Journal Proceedings,1969,66(13):119–128.
[2] ZIA P. Torsional strength of prestressed concrete members[J]. ACI Journal,1961,57(4):1 337–1 360.
[3] 施士昇. 混凝土的抗剪强度、剪切模量和弹性模量[J]. 土木工程学报,1999,32(2):47–51.(SHI Shisheng. Shear strength,modulus of rigidity and Youngs modulus of concrete[J]. China Civil Engineering Journal,1999,32(2):47–51.(in Chinese))
[4] 中华人民共和国国家标准编写组. GB/T50081—2002普通岩土类材料力学性能试验方法标准[S]. 北京:中国建筑工业出版社,2003. (The National Standards Compilation Group of People?s Republic of China. GB/T50081—2002 Standard for test method of mechanical properties on ordinary concrete[S]. Beijing:China Architecture and Building Press,2003.(in Chinese))
[5] 中华人民共和国国家标准编写组. GB50010—2010混凝土结构设计规范[S]. 北京:中国建筑工业出版社,2011.(The National Standards Compilation Group of People?s Republic of China. GB/T50010—2010 Code for design of concrete structures[S]. Beijing:China Architecture and Building Press,2011.(in Chinese))
[6] 丛 宇,孔 亮,郑颖人,等. 混凝土材料剪切强度的试验研究[J]. 混凝土,2015,(5):40–45.(CONG Yu,KONG Liang,ZHENG Yingren,et al. Experimental study on shear strength of concrete[J]. Concrete,2015,(5):40–45.(in Chinese))
[7] 郑颖人,朱合华,方正昌,等. 地下工程围岩稳定分析与设计理论[M]. 北京:人民交通出版社,2012:418–421.(ZHENG Yingren,ZHU Hehua,FANG Zhengchang,et al. The stability analysis and design theory of surrounding rock of underground engineering[M]. Beijing:China Communications Press,2012:418–421.(in Chinese))
[8] ROY M J,KLASSEN R J,WOOD J T. Evolution of plastic strain during a flow forming process[J]. Journal of Materials Processing Technology,2009,209(2):1 018–1 025.
[9] WANG H B,WAN M,WU X D,et al. The equivalent plastic strain-dependent Yld2000–2d yield function and the experimental verification[J]. Computational Materials Science,2009,47(1):12–22.
[10] FALESKOG J,BARSOUM I. Tension–torsion fracture experiments— Part I:Experiments and a procedure to evaluate the equivalent plastic strain[J]. International Journal of Solids and Structures,2013,50(25/26):4 241–4 257.
[11] MOU X P,PENG K P,ZENG J W,et al. The influence of the equivalent strain on the microstructure and hardness of H62 brass subjected to multi-cycle constrained groove pressing[J]. Journal of Materials Processing Technology,2011,211(4):590–596.
[12] POLÀK J. Plastic strain-controlled short crack growth and fatigue life[J]. International Journal of Fatigue,2005,27(10):1 192–1 201.
[13] 郑颖人,孔 亮. 岩土塑性力学[M]. 北京:中国建筑工业出版,2010:33–37.(ZHENG Yingren,KONG Liang. Geotechnical plastic mechanics[M]. Beijing:China Architecture and Building Press,2010:33–37.(in Chinese))
[14] ZIENKIEWICZ O C,HUMPHESON C,LEWIS R W. Associated and non-associated viscoplasticity and plasticity in soil mechanical[J]. Geotechnique,1975,25(4):671–689.
[15] 郑颖人,赵尚毅. 有限元强度折减法在土坡与岩坡中的应用[J]. 岩石力学与工程学报,2004,23(19):3 381–3 388.(ZHENG Yingren,ZHAO Shangyi. Application of FEM strength reduction in soil slope and rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3 381–3 388.(in Chinese))
[16] 郑颖人. 岩土数值极限分析方法的发展与应用[J]. 岩石力学与工程学报,2012,31(7):1 297–1 316.(ZHENG Yingren. Development and application of numerical limit analysis for geotechnical materials[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(7): 1 297–1 316.(in Chinese))
[17] LI A J,MERIFIELD R S,LYAMIN A V. Limit analysis solutions for three-dimensional undrained slopes[J]. Computers and Geotechnics,2009,36(8):1 330–1 351.
[18] LIU S Y,SHAO L T,LI H J. Slope stability analysis using the limit equilibrium method and two ?nite element methods[J]. Computers and Geotechnics,2015,63:291–298.
[19] ZHENG H. A three-dimensional rigorous method for stability analysis of landslides[J]. Engineering Geology,2012,145:30–40.
[20] ZHENG H,LI X K. Mixed linear complementarity formulation of discontinuous deformation analysis[J]. International Journal of Rock Mechanics and Mining Sciences,2015,75:23–32.
[21] 陈祖煜. 土力学经典问题的极限分析上、下限解[J]. 岩土工程学报,2002,24(1):1–11.(CHEN Zuyu. Limit analysis for the classic problems of soil mechanics[J]. Chinese Journal of Geotechnical Engineering,2002,24(1):1–11.(in Chinese))
[22] 刘 波,韩彦辉. FLAC原理、实例与应用指南[M]. 北京:人民交通出版社,2005:82–95.(LIU Bo,HAN Yanhui. FLAC theory,examples and application guide[M]. Beijing:China Communications Press,2005:82–95.(in Chinese))
[23] 东南大学,同济大学,天津大学. 混凝土结构设计原理[M]. 4th ed. 北京:中国建筑工业出版社,2008:12–21.(Southeast University,Tongji University,Tianjin University. The concrete structure design principle[M]. 4th ed. Beijing:China Architecture and Building Press,2008:12–21.(in Chinese)) |
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HUANG Man1, 2, WANG Yuhao1, 2, TAO Zhigang3, HONG Chenjie1, 2*, WENG Hanqian3, ZHANG Guangtao1, 2, ZHANG Haijiang1, 2. Size effect on anchorage resistance of Quasi-NPR bolt[J]. , 2026, 45(5): 1477-1488. |
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