Fatigue tests on steel–concrete–steel sandwich components and beams

Journal of Constructional Steel Research - Tập 63 - Trang 922-940 - 2007
N. Foundoukos1, M. Xie2, J.C. Chapman3
1Department of Civil and Environmental Engineering, Imperial College, London SW7 2AZ, UK
2KW Ltd, Fetcham Park House, Lower Road, Fetcham, Surrey KT22 9HD, UK
341 Oathall Road, Haywards Heath, West Sussex, RH16 3EG, UK

Tài liệu tham khảo

Bowerman, 1999 Xie M, Foundoukos N, Chapman JC. Static tests on Bi-Steel sandwich beams. Journal of Constructional Steel Research [in press] Xie, 2005, Static and fatigue tensile strength of friction-welded bar–plate connections embedded in concrete, Journal of Constructional Steel Research, 61, 651, 10.1016/j.jcsr.2004.10.008 Xie, 2005, Experimental and numerical investigation on the shear behaviour of friction-welded bar–plate connections embedded in concrete, Journal of Constructional Steel Research, 61, 625, 10.1016/j.jcsr.2004.10.005 Foundoukos N. Behaviour and design of steel–concrete–steel sandwich construction. Ph.D thesis. London: Dept. of Civil and Environmental Engineering, Imperial College; 2005 British standard institution. Steel concrete and composite bridges. BS5400 Pt 5. Code of practice for design of composite bridges. London: BSI; 1979 British standard institution. Steel concrete and composite bridges. BS5400 Pt 10. Code of practice for fatigue. London: BSI; 1980