Shear Response of Glass Fibre Reinforced Polymer (GFRP) Built-Up Hollow and Lightweight Concrete Filled Beams: An Experimental and Numerical Study

Shear Response of Glass Fibre Reinforced Polymer (GFRP) Built-Up Hollow and Lightweight Concrete Filled Beams: An Experimental and Numerical Study

This paper investigated the static behaviour of glass fibre reinforced polymer (GFRP) built-up hollow and concrete filled built-up beams tested under four-point bending with a span-to-depth ratio of 1.67, therefore focusing their shear performance. Two parameters considered for hollow sections were...

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Bibliographic Details
Main Authors: Sih Ying Kong, Leong Sing Wong, Suvash Chandra Paul, Md Jihad Miah
Format: Article
Language:English
Published: MDPI AG 2020-10-01
Series:Polymers
Subjects:
GFRP composite
concrete infill
web stiffeners
web crippling
shear
Hashin damage
Online Access:https://www.mdpi.com/2073-4360/12/10/2270

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