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Static behaviour of latticed-sleeved compression member with strip core

机译:带有条形芯的格子袖压缩构件的静态性能

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In this study, a finite element model was established and validated to investigate the mechanical behaviour of the latticed-sleeved compression member with strip core. Failure mechanism of the latticed-sleeved compression member was studied based on the core moment distribution and the effects of three reinforcement methods to increase the ultimate bearing capacity were compared. A parametric study was performed to investigate the effects of essential factors on the mechanical behaviours of the latticed-sleeved compression members. A method was adopted to control global buckling of the latticed-sleeved compression members. Based on the latticed-sleeved compression member, a capacity-monitoring member was introduced to control buckling and monitor the bearing capacity of the key compression member. It is concluded that: the latticed-sleeved compression member has a greater resistance to buckling; mutual effects exist between the two failure modes, local buckling of the core segment and global buckling of the latticed-sleeved compression member; the gap between the core and sleeve, the sleeve stiffness and the core protrusion length above sleeve have effects on the mechanical behaviors of the latticed-sleeved compression members; the adopted method considering the mutual effects between the two failure modes can effectively control global buckling of the latticed-sleeved compression members; and the bearing capacity of latticed-sleeved compression member can be monitored through measuring the resultant axial force of the connecting bolts.
机译:在这项研究中,建立并验证了有限元模型,以研究带状芯的格子袖压缩构件的力学性能。基于岩心矩分布,研究了格形袖套受压构件的破坏机理,并比较了三种加固方法增加极限承载力的效果。进行了参数研究,以研究基本因素对网状套筒压缩构件的力学行为的影响。采用了一种方法来控制格子套管压缩构件的整体屈曲。基于格子套管压缩构件,引入了一种容量监视构件,以控制屈曲并监视键压缩构件的承载能力。结论是:格子袖压缩件具有更大的抗屈曲性。两种失效模式之间存在相互影响,即核心段的局部屈曲和格子套管压缩构件的整体屈曲。芯子和套筒之间的间隙,套筒的刚度和套筒上方的芯子突出长度对格子袖压缩构件的机械性能有影响。考虑到两种失效模式之间相互影响的方法,可以有效地控制格子套管压缩构件的整体屈曲。通过测量连接螺栓的轴向合力,可以监控格子套筒压缩构件的承载能力。

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