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Experimental Study on Mechanical Behavior of Hinged Joint in Assembly Hollow Slab Bridge

机译:装配空心板桥铰接关节力学行为的实验研究

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摘要

Using an opportunity of reconstruction of a assemble PC hollow slab bridge, the mechanical behaviour of a hinged joint and hollow slab under vehicle loads are discussed is this paper, such as the cracking load and load transmitting performance. The results show that the cracks occurred in the bottom of the beam when the offset load reached 365kN (1.3 times of a vehicle load), and concrete of roof tend to be crushed with load increasing to 500kN (2.0 times of a vehicle load). During the whole loading process, the shallow hinge joint structure has not been cracked, which showed good shear transfer performance. In addition, based on the principle of solving the internal force of hinged joint under the vehicle load, the theoretical and experimental results show that shear hinge joint has strong bearing capacity, the test can reflect that the failure mode of hinge joint in the assembled hollow slab is not caused by shear stress.
机译:使用机会重建组装PC中空板桥,讨论了铰接接头和空心板块的车辆负载下的机械行为是本文的,例如裂化负载和载荷性能。结果表明,当偏移负荷达到365kN(车载负载的1.3倍)时,裂缝发生在梁底部,并且屋顶的混凝土往往会用负荷增加到500kN(车载负荷的2.0倍)。在整个装载过程中,浅铰链接头结构尚未破裂,显示出良好的剪切转移性能。此外,基于求解车辆负荷下铰接接头的内部力的原理,理论和实验结果表明,剪切铰链接头具有强承载能力,测试可以反映出组装空心中铰链接头的故障模式板块不是由剪切应力引起的。

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