Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation Software
Three reinforced concrete beams, one with no shear reinforcement and two others with shear reinforcement ratios of 0.4% and 1.1%, were tested to investigate the influence of stirrup spacing on the mode of failure, overall strength and ductility. The results show that the beam reinforced with closely...
Main Authors: | , , |
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Format: | Article |
Language: | English |
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Petra Christian University
2017-09-01
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Series: | Civil Engineering Dimension |
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Online Access: | http://ced.petra.ac.id/index.php/civ/article/view/20324 |
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author | Benny Suryanto Asdam Tambusay Priyo Suprobo |
author_facet | Benny Suryanto Asdam Tambusay Priyo Suprobo |
author_sort | Benny Suryanto |
collection | DOAJ |
description | Three reinforced concrete beams, one with no shear reinforcement and two others with shear reinforcement ratios of 0.4% and 1.1%, were tested to investigate the influence of stirrup spacing on the mode of failure, overall strength and ductility. The results show that the beam reinforced with closely-spaced shear reinforcement failed in a ductile manner, whereas the other two beams with large stirrup spacing and no stirrup exhibited only a small measure of ductility and failed in a brittle manner. The importance of the provisions of maximum spacing is highlighted to ensure adequate anchorage for the stirrups and prevent a premature shear failure to occur. The application of a non-contact monitoring system employing the open source digital image correlation software Ncorr, an ordinary digital camera and a smartphone is demonstrated to provide a visualization of the cracking process throughout the load history. |
first_indexed | 2024-12-19T07:16:20Z |
format | Article |
id | doaj.art-c8b3bc8f96c7420fbc34334243ece19e |
institution | Directory Open Access Journal |
issn | 1410-9530 1979-570X |
language | English |
last_indexed | 2024-12-19T07:16:20Z |
publishDate | 2017-09-01 |
publisher | Petra Christian University |
record_format | Article |
series | Civil Engineering Dimension |
spelling | doaj.art-c8b3bc8f96c7420fbc34334243ece19e2022-12-21T20:31:03ZengPetra Christian UniversityCivil Engineering Dimension1410-95301979-570X2017-09-01192939810.9744/ced.19.2.93-9819141Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation SoftwareBenny SuryantoAsdam TambusayPriyo SuproboThree reinforced concrete beams, one with no shear reinforcement and two others with shear reinforcement ratios of 0.4% and 1.1%, were tested to investigate the influence of stirrup spacing on the mode of failure, overall strength and ductility. The results show that the beam reinforced with closely-spaced shear reinforcement failed in a ductile manner, whereas the other two beams with large stirrup spacing and no stirrup exhibited only a small measure of ductility and failed in a brittle manner. The importance of the provisions of maximum spacing is highlighted to ensure adequate anchorage for the stirrups and prevent a premature shear failure to occur. The application of a non-contact monitoring system employing the open source digital image correlation software Ncorr, an ordinary digital camera and a smartphone is demonstrated to provide a visualization of the cracking process throughout the load history.http://ced.petra.ac.id/index.php/civ/article/view/20324brittlecrack mappingdiagonal crackncorrshear failurestrain field. |
spellingShingle | Benny Suryanto Asdam Tambusay Priyo Suprobo Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation Software Civil Engineering Dimension brittle crack mapping diagonal crack ncorr shear failure strain field. |
title | Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation Software |
title_full | Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation Software |
title_fullStr | Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation Software |
title_full_unstemmed | Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation Software |
title_short | Crack Mapping on Shear-critical Reinforced Concrete Beams using an Open Source Digital Image Correlation Software |
title_sort | crack mapping on shear critical reinforced concrete beams using an open source digital image correlation software |
topic | brittle crack mapping diagonal crack ncorr shear failure strain field. |
url | http://ced.petra.ac.id/index.php/civ/article/view/20324 |
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