Elasto-plastic Bending Behaviors of Steel Fiber Reinforced Expanded-shale Lightweight Concrete Beams Analyzed by Nonlinear Finite-element Method

Elasto-plastic Bending Behaviors of Steel Fiber Reinforced Expanded-shale Lightweight Concrete Beams Analyzed by Nonlinear Finite-element Method

This paper focuses on the study of elasto-plastic bending behaviors of steel fiber reinforced expanded-shale lightweight concrete (SFRELC) T-beams by using the nonlinear finite-element method. The nonlinear finite-element model of T-beams was built with the rational constitutive models of SFRELC, st...

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Bibliographic Details
Main Authors: Changyong Li, Qi Li, Xiaoke Li, Xiaoyan Zhang, Shunbo Zhao
Format: Article
Language:English
Published: Elsevier 2020-12-01
Series:Case Studies in Construction Materials
Subjects:
reinforced SFRELC T-beam
nonlinear finite-element analysis
experimental study
elasto-plastic bending behavior
finite-element dimension
loading by displacement
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509520300449

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http://www.sciencedirect.com/science/article/pii/S2214509520300449

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