Finite element analysis of hybrid fiber reinforced engineered cementitious composite link slabs

Shiyao Zhu; Y. X. Zhang; C. K. Lee

doi:10.1142/S0219876221430222

Finite element analysis of hybrid fiber reinforced engineered cementitious composite link slabs

Shiyao Zhu, Y. X. Zhang, C. K. Lee

Western Sydney University

Research output: Contribution to journal › Article › peer-review

Abstract

Finite element (FE) analysis of hybrid fiber reinforced engineered cementitious composite (hybrid-ECC) link slabs is conducted under static loading. First, the material model of hybrid-ECC is developed and validated with standard material test results. Numerical analyses are then conductedto investigate the materials’ effects on the structural performances of link slabs built by using hybrid-ECCs with different volume fractions of polyethylene (PE) and steel (ST) fibers. The FE model of the link slab is validated against test results. Analysis results suggest the hybrid-ECC with volume fractions of 1.25% PE and 0.75% ST fiber is suitable for link slab applications.

Original language	English
Article number	2143022
Number of pages	17
Journal	International Journal of Computational Methods
Volume	20
Issue number	9
DOIs	https://doi.org/10.1142/S0219876221430222
Publication status	Published - 30 Jan 2023

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title = "Finite element analysis of hybrid fiber reinforced engineered cementitious composite link slabs",

abstract = "Finite element (FE) analysis of hybrid fiber reinforced engineered cementitious composite (hybrid-ECC) link slabs is conducted under static loading. First, the material model of hybrid-ECC is developed and validated with standard material test results. Numerical analyses are then conductedto investigate the materials{\textquoteright} effects on the structural performances of link slabs built by using hybrid-ECCs with different volume fractions of polyethylene (PE) and steel (ST) fibers. The FE model of the link slab is validated against test results. Analysis results suggest the hybrid-ECC with volume fractions of 1.25% PE and 0.75% ST fiber is suitable for link slab applications.",

author = "Shiyao Zhu and Zhang, {Y. X.} and Lee, {C. K.}",

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T1 - Finite element analysis of hybrid fiber reinforced engineered cementitious composite link slabs

AU - Zhu, Shiyao

AU - Zhang, Y. X.

AU - Lee, C. K.

PY - 2023/1/30

Y1 - 2023/1/30

N2 - Finite element (FE) analysis of hybrid fiber reinforced engineered cementitious composite (hybrid-ECC) link slabs is conducted under static loading. First, the material model of hybrid-ECC is developed and validated with standard material test results. Numerical analyses are then conductedto investigate the materials’ effects on the structural performances of link slabs built by using hybrid-ECCs with different volume fractions of polyethylene (PE) and steel (ST) fibers. The FE model of the link slab is validated against test results. Analysis results suggest the hybrid-ECC with volume fractions of 1.25% PE and 0.75% ST fiber is suitable for link slab applications.

AB - Finite element (FE) analysis of hybrid fiber reinforced engineered cementitious composite (hybrid-ECC) link slabs is conducted under static loading. First, the material model of hybrid-ECC is developed and validated with standard material test results. Numerical analyses are then conductedto investigate the materials’ effects on the structural performances of link slabs built by using hybrid-ECCs with different volume fractions of polyethylene (PE) and steel (ST) fibers. The FE model of the link slab is validated against test results. Analysis results suggest the hybrid-ECC with volume fractions of 1.25% PE and 0.75% ST fiber is suitable for link slab applications.

UR - https://hdl.handle.net/1959.7/uws:72088

U2 - 10.1142/S0219876221430222

DO - 10.1142/S0219876221430222

M3 - Article

VL - 20

JO - International Journal of Computational Methods

JF - International Journal of Computational Methods

IS - 9

M1 - 2143022

ER -

Finite element analysis of hybrid fiber reinforced engineered cementitious composite link slabs

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