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Numerical Investigations on Analytical Models for Evaluating Seismic Performance of RC Columns Strengthened with CFRP Sheets (Part 1): Analytical Models

机译:CFRP纸张加固RC柱地震性能分析模型的数值研究(第1部分):分析模型

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摘要

This paper aims at exploring analytical models based on two-dimensional finite element analysis (2D-FEA) for evaluating seismic retrofitting performance of reinforced concrete columns strengthened with FRP sheets. In order to investigate analytical models for evaluating seismic performance of reinforced concrete columns strengthened with CFRP sheets, many kinds of material models of concrete for compression and tension, steel, CFRP are introduced. What's more, failure criteria and confined model of steel are provided. Besides, the test specimens and results are shown, which are chosen as FEM analytical objects.
机译:本文旨在探索基于二维有限元分析(2D-FEA)的分析模型,用于评估用FRP板材加固钢筋混凝土柱的地震改装性能。为了调查用CFRP板材加固钢筋混凝土柱的地震性能来研究分析模型,介绍了多种用于压缩和张力,钢,CFRP的混凝土材料模型。更重要的是,提供了故障标准和狭窄的钢模型。此外,显示了试样和结果,其被选择为有限元分析物体。

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