A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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)
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. (author)
1969
20 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Shear Strength of Reinforced Concrete Beams
| Online Contents | 2014
Shear Strength of Reinforced Concrete Beams
| Online Contents | 2015
Shear strength of reinforced concrete beams
| Engineering Index Backfile | 1959
Shear Strength of Non-Shear Reinforced Concrete Beams
| British Library Conference Proceedings | 1995
Shear strength of reinforced high-strength concrete beams
| Tema Archive | 2002