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肋拱桥拱肋结构表观缺损状况评定标准研究
引用本文:张丹华,马祥禄,高志升. 肋拱桥拱肋结构表观缺损状况评定标准研究[J]. 山西建筑, 2009, 35(24): 313-315
作者姓名:张丹华  马祥禄  高志升
作者单位:北京工业大学建筑工程学院,北京,100124
摘    要:应用损伤理论,在考虑材料非线性对拱肋承载能力影响的基础上,采用ABAQUS有限元软件模拟钢筋混凝土肋拱桥拱肋开裂损伤状态,对拱顶附近裂缝数量对拱肋承载能力的影响进行了仿真分析,根据有限元的模拟结果对拱肋技术状况评定标准进行了扩充,以便作出准确评估。

关 键 词:肋拱桥  ABAQUS  非线性  表观缺损状况  评定

Study on the defect situation evaluation standard of ribbed arch bridge arch rib
ZHANG Dan-hua,MA Xiang-lu,GAO Zhi-sheng. Study on the defect situation evaluation standard of ribbed arch bridge arch rib[J]. Shanxi Architecture, 2009, 35(24): 313-315
Authors:ZHANG Dan-hua  MA Xiang-lu  GAO Zhi-sheng
Affiliation:ZHANG Dan-hua MA Xiang-lu GAO Zhi-sheng
Abstract:With defect theory, based on considering material non-linear influences on ribbed arch bearing capacity, the arch rib crack defect situation of reinforced eoncrete fibbed arch was simulated with ABAQUS finite element software. The arch top crack amount influences on ribbed arch bearing capacity was analogue simulated, the ribbed arch technical situation evaluation standard was extended according to finite element simulation result, which in order to have accurate evaluation.
Keywords:ABAQUS
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