Evaluation of Interlaminar Damage and Crack Propagation through Digital Image Correlation Method

2008 ◽  
Vol 399 ◽  
pp. 105-112
Author(s):  
Dan Mihai Constantinescu ◽  
Marin Sandu ◽  
Liviu Marsavina ◽  
Radu Negru ◽  
Matei Constantin Miron ◽  
...  

Interface damage characterization and interlaminar failure of sandwich specimens with two initial interlaminar defects (inserts) is done by using the digital image correlation method. Mode I tests reveal interesting particularities on damage localization and unstable crack propagation. After analyzing the experimentally obtained results, we propose as a failure parameter the local strain at the crack tip or, alternatively, the crack tip opening displacement which quantifies the non-linear phenomena.

2018 ◽  
Vol 7 (4.38) ◽  
pp. 1362
Author(s):  
Akshay B. Patil ◽  
Suraj P. Toppo ◽  
Dr. RKP Singh

The present paper deals with an experimental determination of fatigue crack growth rate (FCGR) of microalloyed steel (38MnVS6) to study the crack propagation in forged automobile crankshafts. The criterion based on crack tip opening displacement range (∆CTOD) is used to investigate the fatigue crack growth rate. In the current work use of 2D-digital image correlation (DIC) technique for the measurement of crack tip opening displacement (CTOD) and crack length (a) is proposed. Digital Image Correlation (DIC) is a full field displacement and strain measurement technique. It is easier to measure the crack tip opening displacement (CTOD) and crack length (a) with this technique than other. Fatigue crack growth curve based on crack tip opening displacement (CTOD) criteria is presented using DIC.  


2015 ◽  
Vol 240 ◽  
pp. 55-60 ◽  
Author(s):  
Marek Urbański ◽  
Andrzej Łapko ◽  
Karol Suprynowicz

Application of the DIC (Digital Image Correlation) method for the analysis of crack initiation and propagation in RC beams reinforced by BFRP bars (Basalt Fibre Reinforced Polymer) is presented in the paper. Two dimensional, single camera DIC system was used to observe strain and crack distribution in such RC beams loaded using four point bending setup. BFRP bars have arose as an alternative to steel bars for RC (Reinforcement Concrete) members in aggressive environments. The low modulus of elasticity of BFRP bars lead on to large crack widths and, as a result, the design of BFRP Reinforced Concrete beams is often governed by SLS (Serviceability Limit State) criterion. Due to this it is necessary to explore specific crack propagation in concrete beams. Process of such beams degradation can be identified by comparison of strains and displacements obtained by DIC method, with the database of experiment results.


2020 ◽  
Vol 40 (11) ◽  
pp. 1112001
Author(s):  
杜鉴昕 Du Jianxin ◽  
赵加清 Zhao Jiaqing ◽  
王海涛 Wang Haitao ◽  
孙立斌 Sun Libin ◽  
吴莘馨 Wu Xinxin

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