THE EFFECT OF CONCRETE BOND ON THE STRESS INTENSITY FACTORS FOR AN EDGE CRACK IN A REINFORCING BAR
- 1 January 1983
- journal article
- Published by Wiley in Fatigue & Fracture of Engineering Materials & Structures
- Vol. 6 (3) , 257-269
- https://doi.org/10.1111/j.1460-2695.1983.tb00341.x
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Fatigue of cold worked ribbed reinforcing bar—a fracture mechanics approachInternational Journal of Fatigue, 1982
- Stress intensity factors for fatigue cracking of round barsInternational Journal of Fatigue, 1981
- Optimization of the finite element mesh for the solution of fracture problemsEngineering Fracture Mechanics, 1978
- Strain-energy release rate for a single-edge-cracked circular bar in tensionThe Journal of Strain Analysis for Engineering Design, 1978
- An Evaluation of Finite Element Methods for the Computation of Elastic Stress Intensity FactorsJournal of Engineering for Industry, 1973
- Finite element methods for elastic bodies containing cracksPublished by Springer Nature ,1973
- Determination of energy release rates and stress-intensity factors by the finite-element methodJournal of Strain Analysis, 1972
- The calculation of stress intensity factors using the finite element method with cracked elementsInternational Journal of Fracture, 1970
- The finite element method for prediction of crack behaviorNuclear Engineering and Design, 1970