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Cyclic behavior of connections equipped with NiTi shape memory alloy and steel tendons between H-shaped beam to CHS column

机译:H形梁与CHS柱之间装有NiTi形状记忆合金和钢腱的连接的循环行为

摘要

Shape memory alloys (SMAs) are a class of smart materials which are able to undergo large deformations while reverting back to their original undeformed shape upon heating or by relieving the stress that causes the deformation. When they are equipped in connections within a structural steel frame, this unique property could enhance the recentering capability of the structure after severe event. In this paper, a novel connection - integrating superelastic SMA tendons with steel tendons, is proposed between a H-shaped beam to a CHS column. Six full-scale prototype specimens with different combination of SMA and steel tendons were tested to evaluate the recentering capability and the energy dissipative performance. The novel connection consists of SMA tendons with original diameter of 12. mm, steel tendons with original diameter of 12. mm, extended end-plate, external diaphragm and beam flange ribs. Test results showed that connections equipped with SMA tendons exhibit moderate energy dissipation, double-flag-shaped hysteresis loops and excellent recentering capability after being subjected to cyclic loads up to 6% interstory drift angle.
机译:形状记忆合金(SMA)是一类智能材料,能够经受大的变形,同时在加热或释放引起变形的应力时恢复到其原始未变形的形状。当将它们安装在钢结构框架内的连接中时,这种独特的性能可以增强严重事件后结构的重新定位能力。在本文中,提出了一种新型连接-将H型梁与CHS柱之间的超弹性SMA筋与钢筋集成在一起。测试了六个具有SMA和钢腱不同组合的完整原型样品,以评估其扶正能力和耗能性能。这种新颖的连接包括原始直径为12 mm的SMA筋,原始直径为12 mm的钢腱,延伸端板,外部膜片和横梁法兰肋。测试结果表明,配备SMA筋的连接件在承受高达6%的层间漂移角的循环载荷后,具有适度的能量耗散,双旗形的磁滞回线和出色的调心能力。

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