Reliable in-plane shear modulus for pultruded-fibre-reinforced polymer sections

Author:

Nguyen Tien-Thuy12,Chan Tak-Ming3,Mottram James Toby4

Affiliation:

1. Dean, International Education and Cooperation Institute, Vietnam

2. Lecturer, Faculty of Transportation Engineering, Ho Chi Minh City University of Transport, Ho Chi Minh City, Vietnam

3. Assistant Professor, Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong (corresponding author: )

4. Professor, School of Engineering, University of Warwick, Coventry, UK

Abstract

A simple test method to determine the in-plane shear properties of pultruded materials, where the mat reinforcement is of randomly oriented continuous fibres, is presented. Existing standard test methods have a number of weaknesses, but a number of them can be overcome by using the 10° off-axis tensile test method proposed by Chamis and Sinclair in 1976. Straight-sided specimens have unidirectional fibre reinforcement oriented at 10° to the direction of tensile load. Tension generates a biaxial in-plane stress state that, by employing stress and strain transformations, enables the shear modulus to be determined. The mean shear moduli of web material in four shapes, from 20 coupon tests in batches of five, were found to be consistent at 4·2–4·8 GPa. Given that 10° off-axis coupons are easy to prepare, with no technical difficulties, this non-standard method is recommended to characterise the in-plane shearing of pultruded materials having continuous-filament (or strand) mat reinforcement.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Afifi AAM (2007) Buckling of Stiffened Pultruded GRP Plates and Columns. PhD thesis, University of Lancaster, Lancaster, UK.

2. Shear Properties of Pultruded Glass FRP Materials

3. Flexural stiffness characterization of fiber reinforced plastic (FRP) pultruded beams

4. Lateral buckling of pultruded GRP I-section cantilevers

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