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Results of experimental and analytical studies on shear strength of prestressed concrete beams without web reinforcement and tested under either two-point or uniform loading are presented; semiempirical characteristic equation is developed for flexure-shear cracking load; formulation of web-shear cracking load is based on failure criterion under combined stresses.
Results of experimental and analytical studies on shear strength of prestressed concrete beams without web reinforcement and tested under either two-point or uniform loading are presented; semiempirical characteristic equation is developed for flexure-shear cracking load; formulation of web-shear cracking load is based on failure criterion under combined stresses.
Diagonal cracking in prestressed concrete beams
ASCE -- Proc (J Structural Div)
Kar, J.N. (author)
1968
27 pages
Article (Journal)
English
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