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混合梁钢—混凝土结合段局部应力分析
引用本文:常学力,石磊,李斐然. 混合梁钢—混凝土结合段局部应力分析[J]. 山东交通学院学报, 2010, 18(1): 57-60. DOI: 10.3969/j.issn.1672-0032.2010.01.014
作者姓名:常学力  石磊  李斐然
作者单位:大连理工大学建设工程学部,辽宁,大连,116023
摘    要:结合工程实例,采用有限元程序ANSYS对混合梁钢—混凝土结合段处的应力状况进行模拟分析,通过计算得出接头处在恒载及活载作用下的最不利荷载组合及应力。结果表明在钢—混凝土结合段,钢与混凝土的承压均满足要求,传力顺畅,受力合理。

关 键 词:混合梁  钢—混凝土结合段  应力  有限元分析  

Local Stress Analysis on Steel-Concrete Joint Part of Composite Beam
CHANG Xue-li,SHI Lei,LI Fei-ran. Local Stress Analysis on Steel-Concrete Joint Part of Composite Beam[J]. JOURNAL OF SHANDONG JIAOTONG UNIVERSITY, 2010, 18(1): 57-60. DOI: 10.3969/j.issn.1672-0032.2010.01.014
Authors:CHANG Xue-li  SHI Lei  LI Fei-ran
Affiliation:1.Faculty of Infrastructare Engineering;Dalian University of Technology;Dalian 116023;China
Abstract:According to project example,the finite element program ANSYS is used to analyze steel and concrete joint part for the purpose of obtaining the stress of joint part detailed.We can get the stress of the joint part by the action of dead load and live load which are put together as the least favorable condition.From the analysis we can draw a conclusion that the bearing of concrete and steel can meet demands and load transfer well.
Keywords:composite beam  steel and concrete joint part  stress  finite element analysis  
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