Crack initiation and propagation in pre-cracked rock specimens

This report sums up the results of an investigation on the influence of flaw inclination and width of specimens on crack initiation and propagation for molded gypsum specimens under compression. Molded gypsum specimens without flaw (as reference), and with 1.3mm wide flaws of inclinations 0° 15°, 30...

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Main Author: Cai, Xiao
Other Authors: Wong Ngai Yuen, Louis
Format: Final Year Project
Language:English
Published: 2015
Subjects:
Online Access:http://hdl.handle.net/10356/64872
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-648722023-03-03T17:10:41Z Crack initiation and propagation in pre-cracked rock specimens Cai, Xiao Wong Ngai Yuen, Louis School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This report sums up the results of an investigation on the influence of flaw inclination and width of specimens on crack initiation and propagation for molded gypsum specimens under compression. Molded gypsum specimens without flaw (as reference), and with 1.3mm wide flaws of inclinations 0° 15°, 30°,and 90° were tested. Uniaxial compression was conducted using INSTRON Uniaxial Compression Machine, and a PHANTOM v310 high speed camera was used to record high-speed video for conducting crack analysis afterwards. Total of 87 specimens were tested, and 38 crack analysis were done and combined for investigation. The cracking process were traced and initiation and propagation sequence were re-constructed by playing the high speed video. Data for crack initiation strain, crack initiation stress, failure strain and failure stress for each specimen analyzed were extracted and consolidated for investigation of the relationship between flaw inclination angle and cracking process, and relationship between specimen width and cracking process. Bachelor of Engineering (Civil) 2015-06-09T02:33:26Z 2015-06-09T02:33:26Z 2015 2015 Final Year Project (FYP) http://hdl.handle.net/10356/64872 en Nanyang Technological University 263 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Cai, Xiao
Crack initiation and propagation in pre-cracked rock specimens
description This report sums up the results of an investigation on the influence of flaw inclination and width of specimens on crack initiation and propagation for molded gypsum specimens under compression. Molded gypsum specimens without flaw (as reference), and with 1.3mm wide flaws of inclinations 0° 15°, 30°,and 90° were tested. Uniaxial compression was conducted using INSTRON Uniaxial Compression Machine, and a PHANTOM v310 high speed camera was used to record high-speed video for conducting crack analysis afterwards. Total of 87 specimens were tested, and 38 crack analysis were done and combined for investigation. The cracking process were traced and initiation and propagation sequence were re-constructed by playing the high speed video. Data for crack initiation strain, crack initiation stress, failure strain and failure stress for each specimen analyzed were extracted and consolidated for investigation of the relationship between flaw inclination angle and cracking process, and relationship between specimen width and cracking process.
author2 Wong Ngai Yuen, Louis
author_facet Wong Ngai Yuen, Louis
Cai, Xiao
format Final Year Project
author Cai, Xiao
author_sort Cai, Xiao
title Crack initiation and propagation in pre-cracked rock specimens
title_short Crack initiation and propagation in pre-cracked rock specimens
title_full Crack initiation and propagation in pre-cracked rock specimens
title_fullStr Crack initiation and propagation in pre-cracked rock specimens
title_full_unstemmed Crack initiation and propagation in pre-cracked rock specimens
title_sort crack initiation and propagation in pre-cracked rock specimens
publishDate 2015
url http://hdl.handle.net/10356/64872
_version_ 1759853386579050496