Fiber-based damage analysis of reinforced concrete bridge piers

Volume: 96, Issue: 96, Pages: 13 - 34
Published: May 1, 2017
Abstract
null null A fiber beam-column element is adopted to simulate the damage development process of reinforced concrete (RC) bridge piers under quasi-static and earthquake loadings considering global buckling and low-cycle fatigue of longitudinal bars. The tensile strain and low-cycle fatigue are used to represent the damage to longitudinal bars while the compression strain is adopted to calculate the damage to the cover concrete. A section damage...
Paper Details
Title
Fiber-based damage analysis of reinforced concrete bridge piers
Published Date
May 1, 2017
Volume
96
Issue
96
Pages
13 - 34
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