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Journal ArticleDOI

Stress Field of Structures with Internal Cracks by 3D-ILC Technology: Experimental and Numerical Analysis

TLDR
In this paper, a 3D-ILC-based model with internal cracks was presented, and with the aid of the photoelastic test technology, it visually showed the distribution characteristics of the stress field inside the rock with defects under the three-point bending test method.
Abstract
Great achievements have been made regarding the stress field in the two-dimensional state, however the study of three-dimensional stress field visualization has still not been comprehensively examined. The model with internal cracks was prepared by the laser-medium interaction (3D-ILC), and with the aid of the photoelastic test technology, it visually showed the distribution characteristics of the stress field inside the rock with defects under the three-point bending test method. Primarily, based on the two-dimensional and three-dimensional stress optics law, the isometric fringes were converted into phase differences or optical path differences to visualize the stress field. Moreover, transparent glass, which had better transparency and brittleness closer to real rock was selected as the specimen material. Internal cracks changed the stress fringe distribution of the specimen, and the combination of 3D-ILC technology and photoelasticity provided a new way to visualize the three-dimensional stress field of brittle materials with internal cracks. Through the secondary development and utilization of ABAQUS finite element analysis software, the internal stress fields of brittle solid materials with horizontal internal cracks were visualized. Accurate characterization of the three-dimensional stress field of brittle solid materials has been a long-term goal pursued by researchers in the field of fracture, and it is also the basis and key to solving many practical engineering problems such as design, safety analysis and evaluation.

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References
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Journal ArticleDOI

Cracking particles: A simplified meshfree method for arbitrary evolving cracks

TL;DR: A new approach for modelling discrete cracks in meshfree methods is described, in which the crack can be arbitrarily oriented, but its growth is represented discretely by activation of crack surfaces at individual particles, so no representation of the crack's topology is needed.
Journal ArticleDOI

A simple and robust three-dimensional cracking-particle method without enrichment

TL;DR: In this paper, a new robust and efficient approach for modeling discrete cracks in mesh-free methods is described, where the crack is modeled by splitting particles located on opposite sides of the associated crack segments and make use of the visibility method in order to describe the crack kinematics.
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A software framework for probabilistic sensitivity analysis for computationally expensive models

TL;DR: A sensitivity analysis toolbox consisting of a set of Matlab functions that offer utilities for quantifying the influence of uncertain input parameters on uncertain model outputs is provided.
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Fracture modeling using meshless methods and level sets in 3D: Framework and modeling

TL;DR: In this article, a numerical framework is developed for 3D fracture modeling where a meshless method, the element-free Galerkin method, is used for stress analysis and level sets are used accurately to describe and capture crack evolution.
Journal ArticleDOI

Influence of shape and locations of initial 3-D cracks on their growth in uniaxial compression

TL;DR: In this paper, the authors studied the 3D growth of wing cracks produced by a single pre-existing crack in uniaxial compression and found that there were intrinsic limits on 3-D wing cracks due to the wrapping of emerging wings around the initial crack.