Conference paper
Strength of Cracked Reinforced Concrete Disks
The paper deals with models, based on the theory of plasticity, to be used in strength assessments of reinforced concrete disks suffering from different kinds of cracking. Based on the assumption that the sliding strength of concrete is reduced in sections where cracks are located, solutions for the shear strength of disks with initial cracks and disks suffering from isotropic cracking are presented.
Furthermore, in the case of isotropicly cracked disks subjected to arbitrary in-plane loading, a general yield condition is derived.
Language: | English |
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Publisher: | The State Research Institute of Building Construction |
Year: | 1999 |
Pages: | 238-243 |
Types: | Conference paper |
ORCIDs: | Hoang, Cao Linh |