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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Main Author: B. Sri Umniati
Format: Article
Language:Indonesian
Published: Universitas Negeri Malang 2012-09-01
Series:Teknologi dan Kejuruan
Subjects:
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.
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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