A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Inelastic Behavior of Reinforced Concrete Members
An experimentally determined stress-strain relationship for concrete in compression (as a result of flexure) is developed herein. A theory of inelastic flexure based on this relationship is formulated to explain the behavior of reinforced concrete members and to predict ultimate loads. Close agreement is found between the theoretical results and experimental data. A method for determining the collapse loads of statically indeterminate beams is given and is used in checking the test results obtained for three such beams.
Inelastic Behavior of Reinforced Concrete Members
An experimentally determined stress-strain relationship for concrete in compression (as a result of flexure) is developed herein. A theory of inelastic flexure based on this relationship is formulated to explain the behavior of reinforced concrete members and to predict ultimate loads. Close agreement is found between the theoretical results and experimental data. A method for determining the collapse loads of statically indeterminate beams is given and is used in checking the test results obtained for three such beams.
Inelastic Behavior of Reinforced Concrete Members
Lee, Lawrence H. N. (author)
Transactions of the American Society of Civil Engineers ; 120 ; 181-202
2021-01-01
221955-01-01 pages
Article (Journal)
Electronic Resource
Unknown
A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members
| British Library Conference Proceedings | 2001
Inelastic behavior of reinforced concrete members subjected to short-time static loads
| Engineering Index Backfile | 1953
Behavior of Reinforced Concrete Members
| Wiley | 2013