Experimental and numerical investigation on the shear behaviour of friction-welded bar-plate connections embedded in concrete

Journal of Constructional Steel Research

Volumn 61, Issue 5, 2005, Pages 625-649

  Xie, M ^a   Foundoukos, N ^b   Chapman, J C ^b  

^a KW Ltd   (United Kingdom)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Bi steel; Finite elements; Sandwich construction; Shear stiffness; Static tests; Strength

Indexed keywords

CONCRETES; FRICTION; SANDWICH STRUCTURES; SHEAR DEFORMATION; STEEL; STIFFNESS; TENSILE TESTING; WELDING;

FINITE ELEMENTS; SHEAR STIFFNESS; STATIC TESTS; STRENGTH;

BARS (METAL);

EID: 13844254998     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.10.005     Document Type: Article

References (7)

1. Xie M., Chapman J.C. Static and fatigue tensile strength of friction-welded bar-plate connections embedded in concrete. Journal of Constructional Steel Research [in press]
2. S.S.J. Moy, R.Y. Xiao, and D. Lilistone Tests for British steel on the shear strength of the studs used in the Bi-steel system 1998 Department of Civil and Environmental Engineering, University of Southampton
3. S.K. Clubley, S.S.J. Moy, and R.Y. Xiao Shear strength of steel-concrete-steel composite panels, Part I - testing and numerical modelling Journal of Constructional Steel Research 59 6 2003 781 794
4. H.G. Bowerman, M.S. Gough, and C.M. King Bi-steel design and construction guide 1999 British Steel Ltd Scunthorpe (London)
5. British standard institution Steel, concrete and composite bridges, BS5400: Part 5 1979 Code of Practice for Design of Composite Bridges BSI, London
6. Xie M., Foundoukos N., Chapman J.C. Shear and bending tests on friction welded bar-plate connections. CESLIC Report BS3, Department of Civil and Environmental Engineering, Imperial College London; 2002
7. Comite Europeen du Beton (CEB). Deformability of concrete structures - basic assumptions, Bulletin D'Information No. 90, 1973