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Growing Science » Engineering Solid Mechanics » Failure curves for predicting brittle fracture in V-notched structural components loaded under mixed tension/shear: An advanced engineering design package

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Engineering Solid Mechanics

ISSN 2291-8752 (Online) - ISSN 2291-8744 (Print)
Quarterly Publication
Volume 1 Issue 3 pp. 99-118 , 2013

Failure curves for predicting brittle fracture in V-notched structural components loaded under mixed tension/shear: An advanced engineering design package Pages 99-118 Right click to download the paper Download PDF

Authors: A.R. Torabi

Keywords: Brittle fracture, Design package, Failure curve, Load-bearing capacity, Mixed mode loading, V-notch

Abstract: Numerous failure curves are presented in this manuscript to predict the onset of sudden fracture in V-notched brittle materials under combined tension-shear loading conditions. The curves were developed in a computational manner in terms of the notch stress intensity factors and based on the suitable failure concept of the maximum tangential stress (MTS) utilized frequently in the past by the author and his co-researchers for predicting mixed mode brittle fracture in extensive notched specimens. Three extensively used notch angles and various notch tip radii were considered in the computations. A wide range of brittle materials were also taken into account by defining and using the material critical distance. Through predicting load-bearing capacity and notch bifurcation angle utilizing only the two basic material properties namely the ultimate tensile strength and the plane-strain fracture toughness, engineers can design more rapidly and conveniently the V-notched brittle components with the aim to withstand reliably against sudden fracture.

How to cite this paper
Torabi, A. (2013). Failure curves for predicting brittle fracture in V-notched structural components loaded under mixed tension/shear: An advanced engineering design package.Engineering Solid Mechanics, 1(3), 99-118.

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Journal: Engineering Solid Mechanics | Year: 2013 | Volume: 1 | Issue: 3 | Views: 3130 | Reviews: 0

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