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A platform for research: civil engineering, architecture and urbanism
Test beams weakened in shear resistance by artificial flaws were reinforced by one of the following methods: tapered splining, vertical drift pins, vertical rebars in polyester-filled holes, diagonal steel plates fastened with special nails creating a truss action in a beam. The splining and conversion-to-a-truss methods were effective in provision of an adequate safety factor. Vertical steel rods did not increase the load-carrying capacity of beams beyond that provided by the net section of an artificially flawed beam. However, this reinforcement prevented sudden collapse at maximum load. (Author)
Test beams weakened in shear resistance by artificial flaws were reinforced by one of the following methods: tapered splining, vertical drift pins, vertical rebars in polyester-filled holes, diagonal steel plates fastened with special nails creating a truss action in a beam. The splining and conversion-to-a-truss methods were effective in provision of an adequate safety factor. Vertical steel rods did not increase the load-carrying capacity of beams beyond that provided by the net section of an artificially flawed beam. However, this reinforcement prevented sudden collapse at maximum load. (Author)
Shear Reinforcements for Glued-Laminated Beams
S. P. Fox (author)
1972
24 pages
Report
No indication
English
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