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