部分埋地结构碰撞防护的冲击分析与减震器设计

B. Zhu, A. Leung
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引用次数: 0

摘要

基于p型有限元法,建立了局部埋地结构的弹塑性碰撞保护模型,摒弃了赫兹接触律。利用该模型,可以自动、直观地预测整个冲击过程,包括冲击器和结构的冲击力和响应。为验证所提模型的正确性,进行了弹性和弹塑性减震器的三维柱板结构的冲击实验。针对工程应用,设计了不同强度的多孔钢筋混凝土砌块作为减震器。与钢铁和纤维增强聚合物(FRP)不同,拟议的街区不会轻易生锈和老化。准静态试验证明了它们具有良好的吸能特性。这些砌块用于保护抗钱塘江潮的T型结构和保护钱塘江两岸的大坝。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact analysis and absorber design for collision protection of part-buried structures
Based on the p-version finite element method (FEM), an elasto-plastic impact model abandoning the Hertzian contact law for the collision protection of part-buried structures is presented. With the model, one can predict the whole impact process including the impact force and responses of the impactor and the structure automatically and straightforwardly. An impact experiment of a three-dimensional column-plate structure attached with elastic and elasto-plastic absorbers is carried out to verify the proposed model. For the engineering application, some Cellular Reinforced Concrete Blocks (CRCBs) with different strength are designed as impact absorbers. Unlike steel and Fiber Reinforced Polymer (FRP), the proposed blocks would not be easily rusted and aged. The quasi-static tests prove that they have the excellent energy absorbing characteristic. These blocks are used for protection of the T structure resisting the famous Qiantang tide and protecting the dams at both sides of the Qiantang River.
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