A Simple Model for Reinforcing Bar Anchorages Under Cyclic Excitations
- 1 July 1986
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 112 (7) , 1639-1659
- https://doi.org/10.1061/(asce)0733-9445(1986)112:7(1639)
Abstract
A simple and computationally efficient model of the hysteretic response of reinforcing bar anchorages under severe cyclic excitations is presented. The model is based on a piecewise linear approximation of the bond stress distribution function along the bar anchorage length. Only three intermediate points located between the ends of the bar suffice to yield results which match the finite element solution of the problem. The bond stress value at these intermediate points is established by iteratively satisfying the equilibrium and compatibility equations of the bond problem.Keywords
This publication has 2 references indexed in Scilit:
- Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete StructuresACI Journal Proceedings, 1985
- Modeling of R/C Joints under Cyclic ExcitationsJournal of Structural Engineering, 1983