CFRP stiffened GFRP continuous beams – a simple closed-form analysis and its experimental verification for serviceability limit deformations

Turvey, Geoffrey John (2016) CFRP stiffened GFRP continuous beams – a simple closed-form analysis and its experimental verification for serviceability limit deformations. Composite Structures, 153. pp. 952-960. ISSN 0263-8223

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Official URL: https://doi.org/10.1016/j.compstruct.2016.06.011

Abstract

The small deflection analysis of equal two-span continuous simply supported GFRP beams with CFRP flange stiffening is presented for the case of equal mid-span point loads. The analysis is based on a combination of the methods of Influence Coefficients and Transformed Sections and leads to closed-form equations for tractions and deformations. Symmetric mid-span load tests on five beams – one all-GFRP and four CFRP stiffened GFRP beams – are described and mid-span deflections, support rotations are used to establish the accuracy of the analysis for predicting their deflection serviceability limits and, hence, their possible utility for the preliminary design of such beams.

Item Type:

Journal Article

Journal or Publication Title:

Composite Structures

Additional Information:

This is the author’s version of a work that was accepted for publication in Composite Structures. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Composite Structures,153, 2016 DOI: 10.1016/j.compstruct.2016.06.011

Uncontrolled Keywords:

/dk/atira/pure/subjectarea/asjc/2500/2503

Subjects:

Departments:

Faculty of Science and Technology > Engineering

ID Code:

79859

Deposited By:

ep_importer_pure

Deposited On:

09 Jun 2016 10:24

Refereed?: