摘要
应用ANSYS结构有限元分析软件,针对在竖向轴心均布荷载作用下的6个节能砌块隐形密框墙板进行了有限元分析。研究了该类墙板的受压承载力及钢筋应变的发展过程,并将模拟结果与试验结果进行了对比,验证了有限元方法的可行性。
ANSYS is adopted to carry out FEM analysis for 6 energy-saving block and invisible multi-ribbed frame walls under vertical uniform compression load loading. The vertical bearing capacity and the development process of reinforcement strain are studied. The simulated results have been compared with the test results and the feasibility of FEM method is validated.
出处
《新型建筑材料》
2012年第7期32-36,共5页
New Building Materials
基金
福建省自然科学基金项目(E0540004)
国家重点基础研究计划("973"计划)项目(2007CB714202)
关键词
节能砌块隐形密框墙板
有限元分析
受压承载力
应变
energy-saving block and invisible multi-ribbed frame wall：FEM analysis：compression capacity： strain
