PERHITUNGAN LEBAR RETAK PADA BETON PRATEKAN PARSIAL DENGAN UNIFIED APPROACH

Main Author: Kusuma, Gideon Hadi
Format: Article info application/pdf eJournal
Bahasa: eng
Terbitan: Institute of Research and Community Outreach - Petra Christian University , 2004
Subjects:
Online Access: http://ced.petra.ac.id/index.php/civ/article/view/15516
http://ced.petra.ac.id/index.php/civ/article/view/15516/15508
ctrlnum article-15516
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><title lang="en-US">PERHITUNGAN LEBAR RETAK PADA BETON PRATEKAN PARSIAL DENGAN UNIFIED APPROACH</title><creator>Kusuma, Gideon Hadi</creator><subject lang="en-US"/><subject lang="en-US">partially prestressed concrete, crack width, unified approach</subject><description lang="en-US">In partially prestressed concrete, crack width is rarely calculated. The crack width was controlled only by limiting the steel stress. This paper introduced crack width calculations which has been developed in America (ACI). The calculations show that factor influencing crack width is not only the steel stresses, but there are some other variables. "Unified approach" is used to introduce design aids in the form of graphs and tables that can be used for partially prestressed, prestressed and reinforced concrete. Abstract in Bahasa Indonesia : Pada beton pratekan parsial, jarang dilakukan perhitungan lebar retak. Lebar retak dibatasi dengan melakukan pembatasan tegangan baja yang terjadi. Makalah ini memperkenalkan perhitungan lebar retak yang sudah dikembangkan di Amerika (ACI). Hasil perhitungan menunjukkan bahwa lebar retak tidak hanya dipengaruhi tegangan saja, tetapi juga variabel lainnya. Dalam paper ini dengan mengunakan prosedur perhitungan yang sama untuk beton pratekan, pratekan parsial maupun beton bertulang biasa (unified approach), dibuat dan diperkenalkan alat bantu berupa grafik dan tabel. Kata kunci: beton pratekan parsial, lebar retak, unified approach</description><publisher lang="en-US">Institute of Research and Community Outreach - Petra Christian University</publisher><contributor lang="en-US"/><date>2004-06-02</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>Other:</type><type>File:application/pdf</type><identifier>http://ced.petra.ac.id/index.php/civ/article/view/15516</identifier><identifier>10.9744/ced.2.1.pp. 9-21</identifier><source lang="en-US">Civil Engineering Dimension; Vol 2, No 1 (2000): MARCH 2000; pp. 9-21</source><source>1979-570X</source><source>1410-9530</source><language>eng</language><relation>http://ced.petra.ac.id/index.php/civ/article/view/15516/15508</relation><coverage lang="en-US"/><coverage lang="en-US"/><coverage lang="en-US"/><recordID>article-15516</recordID></dc>
language eng
format Journal:Article
Journal
Other:info:eu-repo/semantics/publishedVersion
Other
Other:
File:application/pdf
File
Journal:eJournal
author Kusuma, Gideon Hadi
title PERHITUNGAN LEBAR RETAK PADA BETON PRATEKAN PARSIAL DENGAN UNIFIED APPROACH
publisher Institute of Research and Community Outreach - Petra Christian University
publishDate 2004
topic partially prestressed concrete
crack width
unified approach
url http://ced.petra.ac.id/index.php/civ/article/view/15516
http://ced.petra.ac.id/index.php/civ/article/view/15516/15508
contents In partially prestressed concrete, crack width is rarely calculated. The crack width was controlled only by limiting the steel stress. This paper introduced crack width calculations which has been developed in America (ACI). The calculations show that factor influencing crack width is not only the steel stresses, but there are some other variables. "Unified approach" is used to introduce design aids in the form of graphs and tables that can be used for partially prestressed, prestressed and reinforced concrete. Abstract in Bahasa Indonesia : Pada beton pratekan parsial, jarang dilakukan perhitungan lebar retak. Lebar retak dibatasi dengan melakukan pembatasan tegangan baja yang terjadi. Makalah ini memperkenalkan perhitungan lebar retak yang sudah dikembangkan di Amerika (ACI). Hasil perhitungan menunjukkan bahwa lebar retak tidak hanya dipengaruhi tegangan saja, tetapi juga variabel lainnya. Dalam paper ini dengan mengunakan prosedur perhitungan yang sama untuk beton pratekan, pratekan parsial maupun beton bertulang biasa (unified approach), dibuat dan diperkenalkan alat bantu berupa grafik dan tabel. Kata kunci: beton pratekan parsial, lebar retak, unified approach
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