首页|预制装配式混凝土结构新型墙-梁节点力学性能研究

预制装配式混凝土结构新型墙-梁节点力学性能研究

扫码查看
装配式混凝土结构柔性连接通常具备快速简单的节点连接方式,但是节点的受力性能、破坏模式等力学特性需要结合试验研究确定.为研究预制装配式混凝土结构新型墙-梁节点的力学性能,设计了墙-梁节点的受力性能试验,并结合有限元分析计算,对节点的应力水平、破坏模式、裂纹扩展等相关特性进行了研究.研究表明:试验结果与有限元模拟吻合较好;新型节点具备抗扭变形能力,符合延性设计原则;预埋件与混凝土结合部位易出现开裂,可以考虑局部适当加强,以保障整体工作性能;L型梁下部易受拉出现开裂,设计时应注意加强该部位.
Study on mechanical properties of new wall-beam joints of prefabricated concrete structures
The flexible connection of prefabricated concrete structures usually has a fast and simple joint connection,but the mechanical properties of the joints,such as mechanical behavior and failure mode,need to be determined by experimental research.To study the mechanical properties of the new wall-beam joint in prefabricated concrete structures,a test is conducted to investigate the load-bearing performance of the joint,and finite element analysis is conducted to study the stress levels,failure modes,crack propagation,and other related characteristics of the joint.The study shows that the experimental results agree well with the finite element simulation.The new joint has the ability to resist torsional deformation and conforms to the principle of ductile design.The joint part of the embedded part and the concrete is prone to cracking,so it can be considered to strengthen the part appropriately to ensure the overall working performance.The lower part of L-shaped beam is prone to cracking due to tension.Attention should be paid to strengthening this part during the design process.

prefabricated concrete structureflexible connectionwall-beam jointfinite element analysis

张秦、杜翀

展开 >

中国建筑科学研究院有限公司,北京 100013

预制装配式混凝土结构 柔性连接 墙-梁节点 有限元分析

2024

建筑科学
中国建筑科学研究院

建筑科学

CSTPCD北大核心
影响因子:1.113
ISSN:1002-8528
年,卷(期):2024.40(9)