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Dynamic effect of foundation settlement on bridge-vehicle interaction

机译:地基沉降对桥梁与车辆相互作用的动力影响

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摘要

Foundation settlement is a common issue for bridges, which not only generates additional static stresses in continuous bridge members but also may affect the dynamic interaction between the bridge and vehicle traveling over it, In this paper, a new bridge-vehicle model with consideration of foundation settlement effect is created through the principle of virtual works to investigate the settled bridge and vehicle interaction responses. The correctness and accuracy of the model are validated with theoretical and numerical results. Based on the proposed model, numerical simulations have been conducted using the Newmark's beta method to investigate the effects of settlement mode, vehicle traveling speed, road surface roughness and boundary condition. It is shown that foundation settlement has a significant effect on impact factors of the bridge at high vehicle speeds, and road surface roughness may act together with the settlement to have a coupling effect, which needs special attentions in bridge design. (C) 2017 Elsevier Ltd. All rights reserved.
机译:地基沉降是桥梁的普遍问题,它不仅会在连续的桥梁构件中产生额外的静应力,而且还会影响桥梁与在其上行驶的车辆之间的动态相互作用。本文提出了一种考虑基础的新型桥梁—车辆模型通过虚拟工程原理创建沉降效应,以研究沉降的桥梁和车辆相互作用的响应。理论和数值结果验证了模型的正确性和准确性。在提出的模型的基础上,使用纽马克的beta方法进行了数值模拟,以研究沉降模式,车辆行驶速度,路面粗糙度和边界条件的影响。结果表明,在高车速下,基础沉降对桥梁的影响因素具有显着影响,路面不平度可能与沉降共同作用而产生耦合作用,在桥梁设计中需要特别注意。 (C)2017 Elsevier Ltd.保留所有权利。

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