PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANG
Abstract: Concrete is a brittle building material due to its weakness against tension force, in other words, concrete has low ductility. For overcoming this weakness, it uses steel material as reinforcement in longitudinal, tranversal or bridling directions. This research is aimed to investigate the...
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Format: | Article |
Language: | Indonesian |
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Universitas Negeri Malang
2012-09-01
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Series: | Teknologi dan Kejuruan |
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Online Access: | http://journal.um.ac.id/index.php/teknologi-kejuruan/article/view/3134 |
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author | B. Sri Umniati |
author_facet | B. Sri Umniati |
author_sort | B. Sri Umniati |
collection | DOAJ |
description | Abstract: Concrete is a brittle building material due to its weakness against tension force, in other words, concrete has low ductility. For overcoming this weakness, it uses steel material as reinforcement in longitudinal, tranversal or bridling directions. This research is aimed to investigate the impact of bridling in compression path of concrete against bending capacity and ductility of normal quality concrete with weak reinforcement. Four concrete beams in size of 200x300x3000 mm with two types of bridling; traditionally and in Kotsovos’ compression path, are tested. The result shows that two beams with Kostovos bridling have bigger bending capacity of 11.27% than those with traditional bridling. However, all four beams have same ductility behaviour. |
first_indexed | 2024-12-22T15:20:43Z |
format | Article |
id | doaj.art-b0d443891c1d42eab6b20aea784662de |
institution | Directory Open Access Journal |
issn | 0852-0062 2477-0442 |
language | Indonesian |
last_indexed | 2024-12-22T15:20:43Z |
publishDate | 2012-09-01 |
publisher | Universitas Negeri Malang |
record_format | Article |
series | Teknologi dan Kejuruan |
spelling | doaj.art-b0d443891c1d42eab6b20aea784662de2022-12-21T18:21:39ZindUniversitas Negeri MalangTeknologi dan Kejuruan0852-00622477-04422012-09-0129110.17977/tk.v29i1.31342816PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANGB. Sri UmniatiAbstract: Concrete is a brittle building material due to its weakness against tension force, in other words, concrete has low ductility. For overcoming this weakness, it uses steel material as reinforcement in longitudinal, tranversal or bridling directions. This research is aimed to investigate the impact of bridling in compression path of concrete against bending capacity and ductility of normal quality concrete with weak reinforcement. Four concrete beams in size of 200x300x3000 mm with two types of bridling; traditionally and in Kotsovos’ compression path, are tested. The result shows that two beams with Kostovos bridling have bigger bending capacity of 11.27% than those with traditional bridling. However, all four beams have same ductility behaviour.http://journal.um.ac.id/index.php/teknologi-kejuruan/article/view/3134Kotsovoskapasitas lenturdaktilitasbeton terkekan |
spellingShingle | B. Sri Umniati PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANG Teknologi dan Kejuruan Kotsovos kapasitas lentur daktilitas beton terkekan |
title | PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANG |
title_full | PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANG |
title_fullStr | PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANG |
title_full_unstemmed | PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANG |
title_short | PENGARUH PENGEKANGAN SENGKANG TERTUTUP DAN TAMBAHAN SENGKANG VERTIKAL PADA JALUR GAYA TEKAN KOTSOVOS TERHADAP KAPASITAS LENTUR DAN DAKTILITAS BALOK BETON BERTULANG |
title_sort | pengaruh pengekangan sengkang tertutup dan tambahan sengkang vertikal pada jalur gaya tekan kotsovos terhadap kapasitas lentur dan daktilitas balok beton bertulang |
topic | Kotsovos kapasitas lentur daktilitas beton terkekan |
url | http://journal.um.ac.id/index.php/teknologi-kejuruan/article/view/3134 |
work_keys_str_mv | AT bsriumniati pengaruhpengekangansengkangtertutupdantambahansengkangvertikalpadajalurgayatekankotsovosterhadapkapasitaslenturdandaktilitasbalokbetonbertulang |