A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bond and short-term prestress losses of prestressed composites for strengthening PC beams with integrated anchorage
This article presents modeling of bond performance and short-term prestress losses of prestressed carbon fiber-reinforced polymer (CFRP) composite sheets for strengthening prestressed concrete beams, using an integrated anchor system that consists of steel plates bonded with CFRP sheets. A simple fracture mechanics model, validated with the experiment, is developed to examine the bond performance of the CFRP sheets for the plate-type anchor system. To predict the short-term prestress losses of the prestressed CFRP sheets used in the integrated anchor system, a closed-form solution is developed. Seven prestressed concrete beams strengthened with prestressed CFRP sheets are used to validate the proposed model. Fracture energy and tensile modulus of the CFRP sheets are the most critical factors affecting debonding failure of the plate-type anchor system. For design purposes, it is recommended that the short-term prestress loss be 10% of the applied prestress using the proposed anchor system.
Bond and short-term prestress losses of prestressed composites for strengthening PC beams with integrated anchorage
This article presents modeling of bond performance and short-term prestress losses of prestressed carbon fiber-reinforced polymer (CFRP) composite sheets for strengthening prestressed concrete beams, using an integrated anchor system that consists of steel plates bonded with CFRP sheets. A simple fracture mechanics model, validated with the experiment, is developed to examine the bond performance of the CFRP sheets for the plate-type anchor system. To predict the short-term prestress losses of the prestressed CFRP sheets used in the integrated anchor system, a closed-form solution is developed. Seven prestressed concrete beams strengthened with prestressed CFRP sheets are used to validate the proposed model. Fracture energy and tensile modulus of the CFRP sheets are the most critical factors affecting debonding failure of the plate-type anchor system. For design purposes, it is recommended that the short-term prestress loss be 10% of the applied prestress using the proposed anchor system.
Bond and short-term prestress losses of prestressed composites for strengthening PC beams with integrated anchorage
Bindungsfestigkeit und kurzzeitiger Vorspannungsverlust von vorgespannten Verbundwerkstoffen für die Verstärkung von Betonbalken mit integraler Verankerung
Kim, Yail J. (author) / Green, Mark F. (author) / Wight, R. Gordon (author)
Journal of Reinforced Plastics and Composites ; 29 ; 1277-1294
2010
18 Seiten, 11 Bilder, 2 Tabellen, 20 Quellen
Article (Journal)
English
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