[1] 许开成,毕丽萍,陈梦成.钢管混凝土界面黏结应力-滑移本构关系试验研究[J].建筑结构学报,2015,36(增1):407-412. XU Kai-cheng, BI Li-ping, CHEN Meng-cheng. Experimental study on bond stress-slip constitutive relationship for CFST[J]. Journal of Building Structures, 2015, 36(Suppl.1):407-412.
[2] 康希良,赵鸿铁,薛建阳.钢管混凝土黏结滑移问题综述分析[J].西安建筑科技大学学报:自然科学版, 2006,38(3):322-324. KANG Xi-liang, ZHAO Hong-tie, XUE Jian-yang. Summarized review of the bond-slip problems of concrete filled steel tubes (CFST)[J]. Journal of Xi'an University of Architecture & Technology:Natural Science Edition, 2006,38(3):322-324.
[3] 林建平,汪劲丰,陈春雷,等.槽形组合钢梁桥顶推施工线形控制[J].桥梁建设,2014, 44(4):102-105. LIN Jian-ping, WANG Jin-fen, CHEN Chun-lei, etal. Geometric shape control of trough steel girder composite bridge constructed by incremental launching method[J]. Bridge Construction, 2014, 44(4):102-105.
[4] 中华人民共和国国家质量监督检验检疫总局. GB/T 10433-2002电弧螺柱焊用圆柱头焊钉[S]. 北京:中国建筑工业出版社, 2003:2-7.
[5] 中华人民共和国住房和城乡建设部, 中华人民共和国国家质量监督检验检疫总局. GB/T 50081-2002普通混凝土力学性能试验方法标准[S]. 北京:中国建筑工业出版社, 2003:12-14.
[6] Eurocode-4 EN 1994 Design of composite steel and concrete structures. Part 1-1 general rules for buildings[S]. Brussels:CEN-European Committee for Standardization,2004.
[7] 张劲,王庆扬,胡守营,等.ABAQUS混凝土损伤塑性模型参数验证[J].建筑结构,2008, 38(8):127-130. ZHANG Jin, WANG Qin-yang, HU Shou-ying, et al. Parameters verification of concrete damaged plastic model of ABAQUS[J]. Building Structures, 2008, 38(8):127-130.
[8] GENIKOMSOU A S, POLAK M A. Finite elementanalysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS[J]. Engineering Structures, 2015, 98:38-48.
[9] 庄茁.ABAQUS非线性有限元分析与实例[M].北京:科学出版社,2005:67-78.
[10] 徐有邻.变形钢筋-混凝土粘结锚固性能的试验研究[D].北京:清华大学,1990:13-14. XU You-ling. Experimental study of anchorage properties for deformed bars in concrete[D]. Beijing:Tsinghua University, 1990:13-14.
[11] 彭小婕,于安林,方有珍.混凝土损伤塑性模型的参数分析[J].苏州科技学院学报:工程技术版,2010,23(3):41-43. PENG Xiao-jie, YU An-lin, FANG You-zhen. Ananalysis on parameters for concrete damage plasticity model[J]. Journal of Suzhou University of Science and Technology:Engineering and Technology, 2010, 23(3):41-43.
[12] 中华人民共和国住房和城乡建设部,中华人民共和国国家质量监督检验检疫总局.GB50017-2003钢结构设计规范[S].北京:中国建筑工业出版社,2003:121-122.
[13] American Associate of state Highway and Transportation Officials. AASHTO LRFD bridge design specifications[S]. 8rd ed. Washington D C:American Association of State Highway and Transportation Officials, 2017:6-176. |