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Journal ArticleDOI

Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements

TLDR
In this article, fracture mechanics is introduced into finite element analysis by means of a model where stresses are assumed to act across a crack as long as it is narrowly opened, which may be regarded as a way of expressing the energy adsorption in the energy balance approach.
About
This article is published in Cement and Concrete Research.The article was published on 1976-11-01. It has received 5505 citations till now. The article focuses on the topics: Crack growth resistance curve & Fracture mechanics.

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Journal ArticleDOI

Anisotropy of age-related toughness loss in human cortical bone: a finite element study.

TL;DR: An analytical model evaluating the crack arresting feature of cement lines, is proposed to explain the factors that determine crack penetration into osteons or its deflection by cement lines.
Journal ArticleDOI

Experimental investigation of crack propagation and crack branching in lightly reinforced concrete beams using digital image correlation

TL;DR: The authors would like to thank the Yousef Jameel Foundation and the Cambridge Overseas Trust (COT) for their financial support of this research as mentioned in this paper, which was conducted at the University of Edinburgh.
Journal ArticleDOI

Experimental study on fracture and fatigue crack propagation processes in concrete based on DIC technology

TL;DR: In this paper, a method to determine crack tip position and fracture process zone (FPZ) in concrete was proposed based on Bažant Crack Band Model (CBM) and digital image correlation (DIC) technique.
Book ChapterDOI

Non-Linear Fracture Models for Discrete Crack Propagation

TL;DR: In this article, the proper fracture mechanics to be applied to crack propagation in concrete is determined by scale effects, based on the scale effects of scale effects in the original model of the crack propagation.
Journal ArticleDOI

A novel rate-dependent cohesive-zone model combining damage and visco-elasticity

TL;DR: In this article, a rate-dependent cohesive-zone model combining damage and visco-elasticity was proposed based on two fundamental assumptions: the existence of an intrinsic (i.e., rate-independent) fracture energy and the evolution of the damage variable is related to the current free energy and to the intrinsic fracture energy.