Influence of different stirrup configurations on lap splices in beams

Canadian Journal of Civil Engineering

Volumn 24, Issue 1, 1997, Pages 106-114

  Rezansoff, T ^a   Zhang, S ^a   Sparling, B F ^a  

^a UNIVERSITY OF SASKATCHEWAN   (Canada)

Author keywords

Anchorage (structural); Bond; Confinement; Fatigue loading; Lap splices; Reinforced concrete; Static loading; Tension

Indexed keywords

EID: 0344515180     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l96-094     Document Type: Article

References (13)

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2. CSA. 1994. Design of concrete structures. Standard A23.3-94, Canadian Standards Association, Rexdale, Ont.
3. Ferguson, P.M., and Krishnaswamy, C.N. 1971. Tensile lap splices. Part 2: design recommendations for retaining wall splices and large bar splices. Center for Highway Research, The University of Texas at Austin, Austin, Tex., Summary Report No. 113-3(S).
4. Ferguson, P.M., and Thompson, J.N. 1962. Development length of high strength reinforcing bars in tension. Journal of the American Concrete Institute, 59(7): 887-922.
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8. Rezansoff, T., and Sparling, B.F. 1995. Correlation of the bond provisions of CSA A23.3-94 with tests on tension lap splices in beams. Canadian Journal of Civil Engineering, 22(4): 755-769.
9. Rezansoff, T., Akanni, A., and Sparling, B.F. 1993. Tensile lap splices under static loading: a review of the proposed ACI 318 code provisions. Structural Journal of the American Concrete Institute, 90(4): 374-384.
10. Rezansoff, T., Zacaruk, J.A., and Afseth, J. 1993. High cycle (fatigue) resistance of reinforced concrete beams with lap splices. Canadian Journal of Civil Engineering, 20(4): 642-649.
11. Rezansoff, T., Zacaruk, J.A., and Topping, R. 1988. Tensile lap splices in reinforced concrete beams under inelastic cyclic loading. Journal of the American Concrete Institute, 85(1): 46-52.
12. Tepfers, R. 1973. A theory of bond applied to overlapped tensile reinforcement splices for deformed bars. Division of Concrete Structures, Chalmers University of Technology, Goteborg, Sweden, Publication 73.2.
13. Wang, N. 1993. Nonlinear fracture analysis of bond strength, Ph.D. dissertation, The University of Calgary, Calgary, Alta.