摘要
本文对带施工缝的大梁抗剪性能进行了研究,并用ANSYS软件对其进行模拟分析,结果表明用ANSYS软件进行模拟分析是可靠的。
The band of construction joint in beam shear properties were studied in this paper. We also use ANSYS software to make simulation analysis, which shows that using the ANSYS software simulation analysis is reliable.
出处
《景德镇高专学报》
2012年第5期7-9,共3页
Jingdezhen Comprehensive College Journal
关键词
施工缝
可靠性
梁
construction joint
reliability
beam
