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多参数T型钢节点力学性能试验

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为了探究翼缘板厚度、钢材强度、加劲肋和螺栓预紧力对T型钢节点极限承载力、屈服载荷、初始刚度以及螺栓内力的影响规律,进行了 T型钢节点抗拉试验,获得了 T型钢节点的位移-荷载曲线和荷载-应力曲线.结果表明:增大翼缘板厚度可提高钢节点的抗弯刚度与稳定性;钢材强度越大,钢节点的螺栓弯曲应力增长越慢,轴向应力增长则越快;增加螺栓和加劲肋可提高钢节点的承载力,但会降低变形能力;螺栓预紧力的适度增大有利于提高钢节点的初始刚度和减小弯曲变形.翼缘板厚度与螺栓直径的比值不宜大于1;适当增大螺栓预紧力能够提升带肋T型钢节点的初始刚度;在梁柱节点设计中,可增设加劲肋以提升T型钢节点的整体性能.
Mechanical Performance Test of Multi-parameter T-steel Nodes
In order to investigate the influence of flange plate thickness,steel strength,stiffening rib and bolt preload on the ultimate load carrying capacity,yield load,initial stiffness and internal force of bolt of T-steel node,T-steel node tensile tests were carried out,and displacement-load curves and load-stress curves of T-steel node were obtained.The results show that increasing the thickness of the flange plate can improve the bending stiffness and stability of the steel node;The greater the strength of the steel,the slower the growth of the bending stress of the bolts in the steel node,and the faster the growth of the axial stress;Increasing the bolts and the stiffening ribs can improve the bearing capacity of the steel node,but it will reduce the deformation capacity;A moderate increase in the preload force of the bolt is conducive to improving the initial stiffness of the steel node and reducing the bending deformation.The ratio of the thickness of the flange plate to the bolt diameter should not be greater than 1;Appropriately increasing the bolt preload can improve the initial stiffness of the ribbed T-steel node;Stiffening ribs can be added to improve the overall performance of the T-steel node in the design of beam-column nodes.

T-steel nodeStiffening ribBoltStructural steelwork

彭育怀、雷劲松

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西南科技大学土木工程与建筑学院 四川绵阳 621010

T型钢节点 加劲肋 螺栓 钢结构

2024

西南科技大学学报
西南科技大学

西南科技大学学报

影响因子:0.348
ISSN:1671-8755
年,卷(期):2024.39(4)