摘要
通过有限元软件ANSYS,模拟了钢筋混凝土梁从开裂到破坏的全过程,并从裂缝位置、宽度及深度等方面,分析了裂缝对钢筋混凝土梁的影响,得到一些有价值的结论,为钢筋混凝土裂缝的治理奠定了基础。
Based on finite element software ANSYS,the paper simulates the whole process of steel reinforced concrete beam from cracking to damage,analyzes impacts of cracks upon steel reinforced concrete beam from aspects of cracks location,width and depth,and finally draws some valuable conclusions,which has laid a foundation for steel reinforced concrete cracks treatment.
出处
《山西建筑》
2016年第32期56-58,共3页
Shanxi Architecture
关键词
钢筋混凝土
有限元模型
裂缝
挠度
steel reinforced concrete
finite element model
cracks
deflection
