摘要
结合砌体结构温度裂缝的成因及计算方法,根据工程实例,采用ANSYS有限元分析软件对结构整体进行了温度应力的有限元分析。通过与实际情况和简化计算结果进行对比,验证了温度应力有限元分析的可靠性和优越性。
In this paper, the formation mechanism and calculating methods of temperature cracks in masonry structures are introduced. Based on a practical engineering example, the temperature stress of the whole masonry structure is analyzed with the finite element analysis software ANSYS, the result of which is then compared with the actual conditions and the simplified calculation result, verifying the reliability and advantage of temperature stress analysis with FEA.
出处
《石家庄铁道学院学报》
2004年第4期42-44,共3页
Journal of Shijiazhuang Railway Institute
关键词
砌体结构
温度应力
有限元分析
masonry structure
temperature stress
finite element analysis
