Elastic-plastic fracture assessment using a J- R curve by direct method

Abstract

In the elastic-plastic evaluation methods, based on J integral and tearing modulus procedures, an essential input is the material fracture resistance ( J- R) curve. In order to simplify J- R determination direct, a method from load-load point displacement records of the single specimen tests may be employed. This procedure has advantages such as avoiding accuracy problems of the crack growth measuring devices and reducing testing time. This paper presents a structural integrity assessment approach, for ductile fracture, using the J- R obtained by a direct method from small single specimen fracture tests. The J- R direct method was carried out by means of a developed computational program based on theoretical elastic-plastic expressions. A comparative evaluation between the direct method J resistance curves and those obtained by the standard testing methodology on typical pressure vessel steels has been made. The J- R curves estimated from the direct method give an acceptable agreement with the approach proposed in this study which is reliable to use for engineering determinations.