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A platform for research: civil engineering, architecture and urbanism
Ultimate bending strength of prestressed concrete continuous beams
Failure of beam usually occurs for load higher than that causing ultimate moment to be reached in weakest section; plastic hinge theory is applicable in most cases; compatibility of strains at time of failure; relationship between concrete and curvature near section of failure.
Ultimate bending strength of prestressed concrete continuous beams
Failure of beam usually occurs for load higher than that causing ultimate moment to be reached in weakest section; plastic hinge theory is applicable in most cases; compatibility of strains at time of failure; relationship between concrete and curvature near section of failure.
Ultimate bending strength of prestressed concrete continuous beams
Quelques aspects de la resistance a la rupture en flexion des poutres continues precontraintes
Muller, J. (author)
Travaux ; 41
1957
17 pages
Article (Journal)
French
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