摘要
对再生碎砖混凝土墙梁进行了有限元数值模拟,并与试验结果对比,同时对一组不同托梁高度的墙梁进行了数值模拟,结果表明:有限元数值模拟能有效的反映墙梁受力性能,随着托梁高度的增大,再生碎砖混凝土墙梁承载力也随之增大。
This paper made finite element numerical simulation to recycled and crushed brick and concrete wall beam, and compared with the test results, at the same time made numerical simulation to a set of wall beam with different height, the results showed that the finite element numeri- cal simulation could effectively reflect the force performance of wall beam, along with the rising of beam height, the recycled and crushed brick and concrete wall beams bearing capacity was also increased.
出处
《山西建筑》
2014年第12期44-45,共2页
Shanxi Architecture
关键词
再生碎砖混凝土
墙梁
有限元
抗弯
recycled and crushed brick and concrete, wall beam, finite element, anti-bending