Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws

Discontinuities in rocks can affect the strength and stiffness of rocks which are important factors in rock mechanics. This study aims to observe the initiation and propagation of cracks emanating from a single pre-existing flaw in molded gypsum specimens when tested in uniaxial compression. The eff...

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Main Author: Tan, Eunice Shu Fen.
Other Authors: School of Civil and Environmental Engineering
Format: Final Year Project
Language:English
Published: 2012
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Online Access:http://hdl.handle.net/10356/49271
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-492712023-03-03T17:14:51Z Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws Tan, Eunice Shu Fen. School of Civil and Environmental Engineering Wong Ngai Yuen, Louis DRNTU::Engineering::Civil engineering::Geotechnical Discontinuities in rocks can affect the strength and stiffness of rocks which are important factors in rock mechanics. This study aims to observe the initiation and propagation of cracks emanating from a single pre-existing flaw in molded gypsum specimens when tested in uniaxial compression. The effect of the orientation of the artificial flaws was studied by varying the inclination angle of the flaw to the horizontal. Flaws oriented at 0°, 5°, 10° and 15° were introduced to the molded gypsum specimens. The specimens were then subjected to uniaxial compression loading and a high speed video system (high speed camera) was used to record the cracking process. The chronology of cracks was identified by viewing the individual frames in the high speed video. Results from the experimental study showed that the first cracks to initiate were tensile in nature and were usually tensile wing cracks. The initiation of the cracks usually occurred at a distance slightly away from the flaw tip and towards the centre of the flaw for the small flaw inclination angles. These results suggest that even for the small inclination angles not explored extensively previously, the crack initiation and propagation are similar to the studies done previously. However, more studies should be done to reduce the experimental errors and imperfections in the specimens’ preparations and high speed video recordings. Bachelor of Engineering (Civil) 2012-05-16T08:20:58Z 2012-05-16T08:20:58Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49271 en Nanyang Technological University 124 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
Tan, Eunice Shu Fen.
Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws
description Discontinuities in rocks can affect the strength and stiffness of rocks which are important factors in rock mechanics. This study aims to observe the initiation and propagation of cracks emanating from a single pre-existing flaw in molded gypsum specimens when tested in uniaxial compression. The effect of the orientation of the artificial flaws was studied by varying the inclination angle of the flaw to the horizontal. Flaws oriented at 0°, 5°, 10° and 15° were introduced to the molded gypsum specimens. The specimens were then subjected to uniaxial compression loading and a high speed video system (high speed camera) was used to record the cracking process. The chronology of cracks was identified by viewing the individual frames in the high speed video. Results from the experimental study showed that the first cracks to initiate were tensile in nature and were usually tensile wing cracks. The initiation of the cracks usually occurred at a distance slightly away from the flaw tip and towards the centre of the flaw for the small flaw inclination angles. These results suggest that even for the small inclination angles not explored extensively previously, the crack initiation and propagation are similar to the studies done previously. However, more studies should be done to reduce the experimental errors and imperfections in the specimens’ preparations and high speed video recordings.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Tan, Eunice Shu Fen.
format Final Year Project
author Tan, Eunice Shu Fen.
author_sort Tan, Eunice Shu Fen.
title Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws
title_short Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws
title_full Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws
title_fullStr Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws
title_full_unstemmed Crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws
title_sort crack initiation and propagation in molded gypsum specimens with pre-cracked single flaws
publishDate 2012
url http://hdl.handle.net/10356/49271
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