contributor author | Robert Y. Liang | |
contributor author | Yuan-Neng Li | |
date accessioned | 2017-05-08T21:16:50Z | |
date available | 2017-05-08T21:16:50Z | |
date copyright | August 1995 | |
date issued | 1995 | |
identifier other | %28asce%290899-1561%281995%297%3A3%28168%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45416 | |
description abstract | A simple method is proposed for determination of fracture energy of materials exhibiting quasi-brittle behavior during mode I cracking. A series of graphs showing the relationship between the nondimensional peak load and the nondimensional beam size are generated for a three-point beam configuration using a new and computationally efficient finite-element program. The method only requires the measurement of the peak load of a single-size beam specimen. It is preferred that the beam specimens have a small preexisting notch to ensure mode I cracking in a three-point bending test. The other required material properties for the use of nondimensionalized graphs include Young's modulus and tensile strength. Since the three-point bending test can be easily carried out in the laboratory, the proposed method offers a practical, yet expedient, way of characterizing the nonlinear fracture properties of materials that follow the linear stress-separation behavior in the process zone. | |
publisher | American Society of Civil Engineers | |
title | Fracture Energy Determination of Quasi-Brittle Materials | |
type | Journal Paper | |
journal volume | 7 | |
journal issue | 3 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)0899-1561(1995)7:3(168) | |
tree | Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 003 | |
contenttype | Fulltext | |