TECHNICAL PAPERS
Aug 1, 2007

Long-Term Compression Performance of a Pultruded GFRP Element Exposed to Concrete Pore Water Solution

Publication: Journal of Composites for Construction
Volume 11, Issue 4

Abstract

A durability study was performed on a pultruded glass fiber reinforced polymer (GFRP) compression element of a hybrid GFRP/steel joint for concrete structures. GFRP elements were immersed in alkaline pore water solutions of different temperatures during 18months . Moisture uptake occurred very quickly, within a few days, mainly through a wicking effect along the fiber/matrix interfaces and matrix cracks. The loss of matrix stiffness due to swelling led to a first rapid and significant drop in element compression strength, because of the loss of matrix resistance against buckling of the compressed fibers. In the second phase, strength reduction due to chemical glass and matrix degradation occurred at a much slower rate. It was found that the Arrhenius rate law could predict the element strength decrease. Due to the less harsh environment in practice, the strength and stiffness decrease was found to be acceptable, thereby making it possible to assure structural safety and serviceability of the hybrid GFRP/steel joint after 70years of service.

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Acknowledgments

The writers would like to thank the Swiss Innovation Promotion Agency (Contract No. UNSPECIFIED6278.1KTS) and SFS Locher AG (Switzerland) for supporting this research.

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Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 11Issue 4August 2007
Pages: 437 - 447

History

Received: Apr 18, 2006
Accepted: Aug 9, 2006
Published online: Aug 1, 2007
Published in print: Aug 2007

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Authors

Affiliations

Florian Riebel [email protected]
Ph.D. Candidate, Composite Construction Laboratory, Swiss Federal Institute of Technology Lausanne, EPFL-CCLab, BAT. BP, Section 16, CH-1015 Lausanne, Switzerland. E-mail: [email protected]
Thomas Keller [email protected]
Professor, Composite Construction Laboratory, Swiss Federal Institute of Technology Lausanne, EPFL-CCLab, BAT. BP, Section 16, CH-1015 Lausanne, Switzerland (corresponding author). E-mail: [email protected]

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