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A platform for research: civil engineering, architecture and urbanism
Shear strength of rectangular reinforced and prestressed concrete beams
Method of calculating shear strength of beams under one or two point loads is described; new failure criterion for concrete of compression zone was developed by using 'distortion energy' principle; comparison with other criteria shows that this hypothesis describes failure pattern of concrete with reasonable safety; inclination of shear cracks has been introduced as independent variable in this method.
Shear strength of rectangular reinforced and prestressed concrete beams
Method of calculating shear strength of beams under one or two point loads is described; new failure criterion for concrete of compression zone was developed by using 'distortion energy' principle; comparison with other criteria shows that this hypothesis describes failure pattern of concrete with reasonable safety; inclination of shear cracks has been introduced as independent variable in this method.
Shear strength of rectangular reinforced and prestressed concrete beams
Mag Concrete Research
Ojha, S.K. (author)
1967
12 pages
Article (Journal)
English
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