体育馆看台钢筋混凝土结构应力应变分析

IF 0.6 Q4 ENGINEERING, CIVIL

Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS Pub Date : 2013-07-01 DOI:10.13167/2013.6.8

D. Šimić, Marina Frančić

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引用次数: 0

摘要

对体育馆看台钢筋混凝土结构的应力应变进行了理论分析和有限元分析，并通过室内结构模型试验进行了试验分析。采用厚度为38 mm的中密度纤维板，按1:10的比例制作实验室测试用的结构模型。通过对中密度纤维板试样进行室内试验，确定了中密度纤维板的力学性能。通过对钢筋混凝土看台结构进行分析，并将室内模型试验结果与有限元分析结果进行对比，得出钢筋混凝土看台结构的应力和挠度研究结果具有较好的对应关系。

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ANALYSIS OF STRESS AND STRAIN IN THE REINFORCED CONCRETE STRUCTURE OF A SPORTS HALL GRANSTAND

The analysis of stress and strain in the reinforced concrete structure of a sports hall grandstand was conducted theoretically, by means of the finite element method, and experimentally, by structural model testing in laboratory. Structural model for laboratory testing was prepared on the scale 1:10 using a medium density fibreboard plate 38 mm in thickness. Mechanical properties of the medium density fibreboard were determined by testing medium density fibreboard specimens in laboratory. After analysis of the reinforced concrete grandstand structure, and following comparison of results obtained by model testing in laboratory with results obtained by analysis via finite element method, it can be concluded that there is a good correspondence of research results for stress and deflection of the reinforced concrete grandstand structure.

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来源期刊

Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS ENGINEERING, CIVIL-

自引率

0.00%

发文量

审稿时长

24 weeks