Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of discrepancy in thermal expansion coefficients of CFRP and steel under cold temperature
https://orcid.org/0000-0002-6370-4836
Highlights Thermal effect of discrepancy in CTEs of both materials is investigated in cold temperature. CFRP laminates are firmly bonded to the steel substrate in cold temperature variation. The thermal effect is negligible for load carrying capacity of H-beam with CFRP laminate.
Abstract High modulus carbon fiber reinforced polymer (CFRP) laminates are often used to strengthen steel plate girder bridges. In the case of environmental load, discrepancy in the coefficients of thermal expansion (CTE) between the steel and CFRP can generate interfacial stresses along the CFRP-bond line. Thermally-induced stresses may accelerate premature debonding of the CFRP, thereby decreasing the efficacy of CFRP-strengthening. The present study examines thermal deformation and the strength of CFRP–steel composite elements exposed to cold temperature. The experimental program investigates long-term deformation of a composite strip subjected to a sustained flexural load and structural performance of an H-beam strengthened with CFRP laminate under cyclic cold temperature variation. The experimental observations verify that the CFRP laminates are firmly bonded to the steel substrates (steel-strip and H-beam) even in the cold temperatures. It should be emphasized that premature debonding of the CFRP laminates was not observed in these severe environmental conditions. In addition, the flexural test confirms that thermal deformation due to the discrepancy is negligible in cold temperature of mild weather condition.
Effect of discrepancy in thermal expansion coefficients of CFRP and steel under cold temperature
https://orcid.org/0000-0002-6370-4836
Highlights Thermal effect of discrepancy in CTEs of both materials is investigated in cold temperature. CFRP laminates are firmly bonded to the steel substrate in cold temperature variation. The thermal effect is negligible for load carrying capacity of H-beam with CFRP laminate.
Abstract High modulus carbon fiber reinforced polymer (CFRP) laminates are often used to strengthen steel plate girder bridges. In the case of environmental load, discrepancy in the coefficients of thermal expansion (CTE) between the steel and CFRP can generate interfacial stresses along the CFRP-bond line. Thermally-induced stresses may accelerate premature debonding of the CFRP, thereby decreasing the efficacy of CFRP-strengthening. The present study examines thermal deformation and the strength of CFRP–steel composite elements exposed to cold temperature. The experimental program investigates long-term deformation of a composite strip subjected to a sustained flexural load and structural performance of an H-beam strengthened with CFRP laminate under cyclic cold temperature variation. The experimental observations verify that the CFRP laminates are firmly bonded to the steel substrates (steel-strip and H-beam) even in the cold temperatures. It should be emphasized that premature debonding of the CFRP laminates was not observed in these severe environmental conditions. In addition, the flexural test confirms that thermal deformation due to the discrepancy is negligible in cold temperature of mild weather condition.
Effect of discrepancy in thermal expansion coefficients of CFRP and steel under cold temperature
https://orcid.org/0000-0002-6370-4836
Highlights Thermal effect of discrepancy in CTEs of both materials is investigated in cold temperature. CFRP laminates are firmly bonded to the steel substrate in cold temperature variation. The thermal effect is negligible for load carrying capacity of H-beam with CFRP laminate.
Abstract High modulus carbon fiber reinforced polymer (CFRP) laminates are often used to strengthen steel plate girder bridges. In the case of environmental load, discrepancy in the coefficients of thermal expansion (CTE) between the steel and CFRP can generate interfacial stresses along the CFRP-bond line. Thermally-induced stresses may accelerate premature debonding of the CFRP, thereby decreasing the efficacy of CFRP-strengthening. The present study examines thermal deformation and the strength of CFRP–steel composite elements exposed to cold temperature. The experimental program investigates long-term deformation of a composite strip subjected to a sustained flexural load and structural performance of an H-beam strengthened with CFRP laminate under cyclic cold temperature variation. The experimental observations verify that the CFRP laminates are firmly bonded to the steel substrates (steel-strip and H-beam) even in the cold temperatures. It should be emphasized that premature debonding of the CFRP laminates was not observed in these severe environmental conditions. In addition, the flexural test confirms that thermal deformation due to the discrepancy is negligible in cold temperature of mild weather condition.
Effect of discrepancy in thermal expansion coefficients of CFRP and steel under cold temperature
Yoshitake, Isamu (Autor:in) / Tsuda, Hisatsugu (Autor:in) / Itose, Jumpei (Autor:in) / Hisabe, Nobuhiro (Autor:in)
Construction and Building Materials ; 59 ; 17-24
21.02.2014
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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