A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Diagonal tension in T-beams without stirrups
Tests on 24 beams; all beams failed with diagonal cracks which crossed neutral axis well away from both reactions and load; shear strength versus concrete strength; proposed effective web area; shear span-depth ratio; it is concluded that diagonal tension strength goes up very slowly as fc' increases. (See also - discussion v 25 n 4 pt 2 Dec 3 p)
Diagonal tension in T-beams without stirrups
Tests on 24 beams; all beams failed with diagonal cracks which crossed neutral axis well away from both reactions and load; shear strength versus concrete strength; proposed effective web area; shear span-depth ratio; it is concluded that diagonal tension strength goes up very slowly as fc' increases. (See also - discussion v 25 n 4 pt 2 Dec 3 p)
Diagonal tension in T-beams without stirrups
Am Concrete Inst -- J
Ferguson, P.M. (author) / Thompson, J.N. (author)
1953
11 pages
Article (Journal)
English
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Shear behaviour of geopolymer concrete beams without stirrups
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