Effect of bond, aggregate interlock and dowel action on the shear strength degradation of reinforced concrete
- 1 February 2001
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 23 (2) , 214-227
- https://doi.org/10.1016/s0141-0296(00)00004-3
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- Stresses and Crack Angles in Concrete Membrane ElementsJournal of Structural Engineering, 1998
- OPINION Procedures for Calculating the Shear Response of Reinforced Concrete Elements: A DiscussionJournal of Structural Engineering, 1998
- Recent Approaches to Shear Design of Structural ConcreteJournal of Structural Engineering, 1998
- Mechanics of Concrete Participation in Cyclic Shear Resistance of RCJournal of Structural Engineering, 1998
- Seismic Shear Strength of Reinforced Concrete ColumnsJournal of Structural Engineering, 1994
- Mechanics of Distributed CrackingApplied Mechanics Reviews, 1986
- Shear transfer in cracked reinforced concreteMagazine of Concrete Research, 1985
- Shear transfer across cracks in reinforced concrete due to aggregate interlock and to dowel actionMagazine of Concrete Research, 1984
- Crack band theory for fracture of concreteMaterials and Structures, 1983
- Slender RC Compressed Members in Biaxial BendingJournal of the Structural Division, 1977