基于ABAQUS的RC剪力墙力学性能研究

Research on the Mechanical Performance of RC Shear Walls Based on ABAQUS

利用ABAQUS有限元软件对钢筋混凝土(Reinforced Concrete,RC)剪力墙在不同荷载条件下的力学性能进行了深入研究。通过建立精确的三维有限元模型,模拟了剪力墙在受压和受拉状态下的应力分布、变形特性以及损伤演化。研究结果揭示了剪力墙在受力过程中的关键力学行为,包括应力集中区域、变形模式和损伤发展过程。研究为剪力墙的设计和优化提供了理论支持,有助于提高建筑结构的整体性能和安全性。

This study uses the ABAQUS finite element software to conduct an in-depth investigation of the mechanical performance of reinforced concrete(RC)shear walls under various loading conditions.By establishing an accurate three-dimensional finite element model,the stress distribution,deformation characteristics,and damage evolution of the shear walls under compression and tension are simulated.The research findings reveal the key mechanical behaviors of shear walls during the loading process,including stress concentration areas,deformation patterns,and the development of damage.It provides theoretical support for the design and optimization of shear walls,contributing to the enhancement of the overall performance and safety of building structures.