Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Structural Performance of Splice Connection for Tubular GFRP Section Members
The use of fiber reinforced polymer (FRP) composites in the repairing and strengthening of structures has been the focus of extensive research in recent years. In the construction industry, glass fiber reinforced polymer (GFRP) has emerged as a new building material. The various advantages of GFRP include high strength, light weight, low maintenance, durability, resists salt water, chemicals and the environment. GFRP has been the focus of limited study due to its difficulty in connection. Two bonded sleeve joints (BSJ) and a bolted flange joint (BFJ) combined together to form a splice connection was proposed for tubular GFRP section members. The steel tube is inserted into the tubular GFRP member by bonded sleeve joint and the endplates are attached through a bolted flange joint. The bonded sleeve joint reduces stress concentration in the FRP members and allows easy on-site installation, whereas the bolted flange joint reveals ductile failure. An analytical model of splice connection will be developed using ANSYS software. The study focuses on axial and bending performance of splice connection under varying aspect ratio.
Structural Performance of Splice Connection for Tubular GFRP Section Members
The use of fiber reinforced polymer (FRP) composites in the repairing and strengthening of structures has been the focus of extensive research in recent years. In the construction industry, glass fiber reinforced polymer (GFRP) has emerged as a new building material. The various advantages of GFRP include high strength, light weight, low maintenance, durability, resists salt water, chemicals and the environment. GFRP has been the focus of limited study due to its difficulty in connection. Two bonded sleeve joints (BSJ) and a bolted flange joint (BFJ) combined together to form a splice connection was proposed for tubular GFRP section members. The steel tube is inserted into the tubular GFRP member by bonded sleeve joint and the endplates are attached through a bolted flange joint. The bonded sleeve joint reduces stress concentration in the FRP members and allows easy on-site installation, whereas the bolted flange joint reveals ductile failure. An analytical model of splice connection will be developed using ANSYS software. The study focuses on axial and bending performance of splice connection under varying aspect ratio.
Structural Performance of Splice Connection for Tubular GFRP Section Members
Lecture Notes in Civil Engineering
Marano, Giuseppe Carlo (Herausgeber:in) / Ray Chaudhuri, Samit (Herausgeber:in) / Unni Kartha, G. (Herausgeber:in) / Kavitha, P. E. (Herausgeber:in) / Prasad, Reshma (Herausgeber:in) / Achison, Rinu J. (Herausgeber:in) / Kuriakose, Mittu (Autor:in) / Sreerath, S. (Autor:in)
International Conference on Structural Engineering and Construction Management ; 2021
04.09.2021
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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