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钢筋混凝土结构粘结滑移分析在ANSYS中的实现
引用本文:刘佩玺,徐永清,刘福胜. 钢筋混凝土结构粘结滑移分析在ANSYS中的实现[J]. 山东农业大学学报(自然科学版), 2007, 38(1): 125-130
作者姓名:刘佩玺  徐永清  刘福胜
作者单位:山东农业大学水利土木工程学院,山东,泰安,271018;泰安市泰山工程建设监理咨询公司,山东,泰安,271000
摘    要:钢筋混凝土是由钢筋和混凝土两种具有不同物理力学性质的材料组合而成的复合材料,其本构模型比较复杂。钢筋与混凝土两者之间的粘结滑移关系,虽然历经近百年的试验研究,对钢筋混凝土机理的认识水平日益深刻,但在有限元分析中还不是很完善。本文通过选用合适的材料本构模型和粘结滑移模型,建立三维有限元分析模型,进行全过程的模拟分析。

关 键 词:粘结滑移  分离式模型  弹簧单元  ANSYS
文章编号:1000-2324(2007)01-0125-06
收稿时间:2005-08-18
修稿时间:2005-08-18

REALIZATION OF RC STRUCTURE BOND -SLIP ANALYSIS WITH ANSYS
LIU Pei-xi,XIU Yong-qing,LIU Fu-sheng. REALIZATION OF RC STRUCTURE BOND -SLIP ANALYSIS WITH ANSYS[J]. Journal of Shandong Agricultural University, 2007, 38(1): 125-130
Authors:LIU Pei-xi  XIU Yong-qing  LIU Fu-sheng
Affiliation:1. College of Water Conservancy , Shandong Agriculture ,Taian 271018, China; 2. Taian Taishan Construction Engimeefing Supervision and Consultation Corporation, Taian, Shandong 271000, China
Abstract:RC is a composite material with rebar and concrete that have different physical mechanics characters, and its constitutive relationship is relatively complex.Although through experimental study in almost a century, and increasingly profundity in cognition about mechanism of RC,the bond-slip relationship between rebar and concrete has not deeply studied in finite element analysis.In this paper,through selecting proper material consti- tutive relationship and bond-slip model,3-D finite element analysis model is established,and simulate analy- sis in all process is completed.
Keywords:ANSYS
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