Abstract
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.
| Original language | English |
|---|---|
| Title of host publication | Proc. 2nd Ukrainian Conference on |
| Place of Publication | Kiev |
| Publisher | The State Research Institute of Building Construction |
| Publication date | 1999 |
| Pages | 238-243 |
| Publication status | Published - 1999 |
| Event | 2nd Ukrainian Conference on "Problems of reinforcement in the scientific and practical sphere of the contemporary stage" - Kiev, Ukraine Duration: 1 Jan 1999 → … Conference number: 2 |
Conference
| Conference | 2nd Ukrainian Conference on "Problems of reinforcement in the scientific and practical sphere of the contemporary stage" |
|---|---|
| Number | 2 |
| Country/Territory | Ukraine |
| City | Kiev |
| Period | 01/01/1999 → … |