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Shear strength of reinforced concrete beams
Stress distribution at failure and failure modes of reinforced concrete beams with and without web reinforcement failing by shear-compression have been investigated; stress redistribution which takes place at diagonal tension cracking load is caused by internal rotation, which increases width of diagonal tension cracks; crack width is proportional to distance from center of rotation at apex of diagonal tension crack; ultimate strength of beams failing by shear-compression is dependent on location of diagonal tension crack within compression zone, and shear span ratio; diagonal tension crack is located at center of compression zone. (34715)
Shear strength of reinforced concrete beams
Stress distribution at failure and failure modes of reinforced concrete beams with and without web reinforcement failing by shear-compression have been investigated; stress redistribution which takes place at diagonal tension cracking load is caused by internal rotation, which increases width of diagonal tension cracks; crack width is proportional to distance from center of rotation at apex of diagonal tension crack; ultimate strength of beams failing by shear-compression is dependent on location of diagonal tension crack within compression zone, and shear span ratio; diagonal tension crack is located at center of compression zone. (34715)
Shear strength of reinforced concrete beams
ASCE, J Struct Div
Broms, B.B. (Autor:in)
1969
20 pages
Aufsatz (Zeitschrift)
Englisch
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