APPLICATION OF SOLID65 ELEMENT IN THE FINITE ELEMENT ANALYSIS OF CONCRETE STRUCTURES
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摘要: Splid65单元是ANSYS软件中专门为混凝土材料定义的单元,综述了国内外利用Solid65单元分析钢筋混凝土结构、钢-混凝土组合结构和FRP加固混凝土结构取得的进展,总结了Solid65单元的使用方法及应该注意的事项,并给出了两个典型算例,最后指出,该单元在分析混凝土结构时存在的不足以及进一步研究的问题。Abstract: Solid65 element is defined for concrete material specially in the ANSYS software.The research results in analysis of RC structures,steel-concrete composite structures and FRP-strengthened concrete structures by using Solid65 element are reviewed.The methods of how to use this element and some matters needing attention are summarized and two typical examples are provided.The limitations in the analysis of concrete structures by using this element and the aspects which should be further researched in the future are pointed out in the end of the paper.
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Key words:
- ANSYS software /
- Solid65 element /
- finite element analysis
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ANSYS Theory Manual 5.7,2001[M].ANSYSInc,2001. ANSYS User's Manual for Revision 5.7[M].ANSYSInc,2001. 郝文化,叶裕明,沈火明,肖新标. ANSYS土木工程应用实例[M].北京:中国水利水电出版社,2005. Barbosa A F,Ribeiro G O. Analysis of Reinforced Concrete Structures Using ANSYS Nonlinear Concrete Model[A].Barcelona,Spain,1998. Xiao R Y,O' Flahcrty T. Finite-element Analysis of Tested Concrete Connections[J].Computers Structures,2000,(1-3):247-255. Farming P. Nonlinear Models of Reinforced and Post-tensioned Concrete Beams[J].Electronic Journal of Structural Engineering,2001,(02):111-119. Padmarajaiah S K,Ramaswamy A. A Finite Element Assessment of Flexural Strength of Prestressed Concrete Beams with Fiber Reinforcement[J].Cement and Concrete Composites,2002,(02):229-241. Erduran E,Yakut A. Drift Based Damage Functions for Reinforced Concrete Columns[J].Computers Structures,2004,(2-3):121-130. De Nardin S,Almeida Filho F M,Oliveira Filho J. Non-Linear Analisis of the Bond Strength Behavior on the Steel-Concrete Interface by Numerical Models and Pull-Out Tests[M].New York,2005.20-24. 董宏英. 带暗支撑双肢剪力墙抗震性能试验及设计理论研究[D].北京:北京工业大学,2002. 沈殷,李国平,陈艾荣. 体外预应力混凝土梁的非线性有限元分析[J].同济大学学报(自然科学版),2003,(07):803-807. 张国军. 大型火力发电厂高强混凝土框架柱的抗震性能研究[D].西安:西安建筑科技大学,2003. 黄丽蒂,李惠. 耗能低剪力墙的非线性有限元全过程分析[J].哈尔滨工业大学学报,2004(11):1456-1459. 谢剑,朱礼敏,戴自强. 混凝土夹芯双向板的夹层板理论分析和有限元分析[J].土木工程学报,2005,(07):39-44. 曹万林,黄选明,宋文勇. 带交叉钢筋异形截面短柱抗震性能试验研究及非线性分析[J].建筑结构学报,2005,(03):30-37. 赵红梅. 钢梁-钢骨混凝土柱节点的非线性有限元分析[D].北京:北京工业大学,2002. 杨勇. 型钢混凝土粘结滑移基本理论及应用研究[D].西安:西安建筑科技大学,2003. 石永久,王元清,陈宏. 钢-混凝土组合扁梁受力性能的有限元分析[J].中国矿业大学学报,2004,(04):417-420. 汤文锋,王毅红,史耀华. 新型钢管混凝土节点的非线性有限元分析[J].长安大学学报(自然科学版),2004,(05):60-63. 梅力彪,周云,阴毅. 穿心暗牛腿钢管混凝土柱单梁节点空间非线性有限元分析[J].工业建筑,2004,(09):81-83. Damian K,Thomas M,Solomon Y. Finite Element Modeling of Reinforced Concrete Structures Strengthened with FRP Laminates[R].Report for Oregon Department of Transportation,Salem,2001. Jia Minglei. Finite Element Modeling of Reinforced Concrete Beams Strengthened with FRP Composite Sheets[D].University of Alabama in Huntsville,2003. Chansawant K. Nonlinear Finite Analysis of Reinforced Concrete Structures Strengthened with FRP Laminates[D].Oregon State University,Corvallis,Oregon,2003. Santhakumar R,Chandrasekaran E,Dhanaraj R. Analysis of Retrofitted Reinforced Concrete Shear Beams using Carbon Fiber Composites[J].Electronic Journal of Structural Engineering,2004,(04):66-74. Li Guoqiang,Kidane S,Pang S S. Investigation into FRP Repaired RC Colunns[J].Computers Structures,2003,(01):83-89. 陆新征,冯鹏,叶列平. FRP布约束混凝土方柱轴心受压性能的有限元分析[J].土木工程学报,2003,(02):46-51. 周毅雷. 碳纤维(CFRP)加固钢筋混凝土梁的斜截面受剪承载力试验研究[D].南京:东南大学,2003. 王小荣. 碳纤维布加固钢筋混凝土梁的数值分析[D].重庆:重庆大学,2003. 肖建庄,龙海燕,石雪飞. 纤维布加固高轴压混凝土柱抗震性能[J].同济大学学报(自然科学版),2004,(08):990-995.. 张子潇,叶列平,陆新征. U型FRP加固钢筋混凝土梁受剪剥离性能的有限元分析[J].工程力学,2005,(04):155-162. 江见鲸,陆新征,叶列平. 混凝土结构有限元分析[M].北京:清华大学出版社,2005. 周岑,孙利民. 钢筋混凝土结构弹性分析在ANSYS中的实现[A].云南昆明,2002. Bangash M Y H. Concrete and Concrete Structure:Numerical Modeling and Applications[M].Elsevier Science Publishers Ltd.London.England,1989. Huyse L,Hemmaty Y,Vandewallc L. Finite Element Modeling of Fiber Reinforced Concrete Beams[A].Pittsburgh,Pennsylvania,1994. Hemmaty Y. Modeling of Shear Force Transferred Between Cracks in Reinforced and Fiber Reinforced Concrete Structures[A].Pittsburgh,Pennsylvania,1998. Barzegar,Maddipudi,Srinivas. Three-Dimensional Modeling of Concrete Structures.1:Plain Concrete[J].Journal of Structural Engineering,1997,(10):1339-1346. Isenberg J. Finite Element Analysis of Reinforced Concrete Structures Ⅱ[M].ASCE,New York,NY,1993. Shah S P,Swartz S E,Ouyang C. Fracture Mechanics of Concrete[M].New York:John Wiley and Sons,Inc,1995. 陆新征,江见鲸. 用ANSYS Solid65单元分析混凝土组合构件复杂应力[J].建筑结构,2003,(06):22-24. 于天来,丛欣建. 钢筋混凝土梁弹塑性问题的计算机仿真分析[J].东北林业大学学报,2004(04):56-57. Zhou S,Rizos D C,Petrou M F. Effects of Superstructure Flexibility on Strength of Reinforced Concrete Bridge Decks[J].Computers Structures,2004,(01):13-23. 刘涛,杨凤鹏. 精通ANSYS[M].北京:清华大学出版社,2002. 杜拱辰,陶学康. 部分预应力混凝土无粘结筋的极限应力的研究[J].建筑结构学报,1985,(06):2-13.
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