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MODS Metadata of Analysis of elongation variance of tendons using stress-strain graphs

roleTerm ( text )
author 
namePart
Dundu, Morgan 
roleTerm ( text )
author 
namePart
Rupieper, Sebastian 
dateAccessioned
2015-04-14T11:54:20Z 
dateAvailable
2015-04-14T11:54:20Z 
dateIssued
2014 
text
Dundu, M. & Rupieper, S. 2014. Analysis of elongation variance of tendons using stress-strain graphs. In: Proceedings of the First International Conference on Construction Materials and Structures, edited by S.O. Ekolu, M. Dundu & X. Gao. DOI: 10.3233/978-1-61499-466-4-734. 
identifier ( uri )
http://hdl.handle.net/10210/13650 
abstract
The South African design standards (SANS 2001-CC1 and COLTO) prescribes an elongation variation limit of ±6% and an average variation limit of ±3%. Most often these limits are exceeded in practice. If the elongation variation of a tendon falls outside the prescribed elongation limits it must be assessed by the engineer. This paper analyses data of bonded tendons from post-tensioned structures. The aim of this study is to explain the elongation variance of tendons in post-tensioned structures using selected stress-strain graphs. These structures include a reservoir (Mthatha 1-10) and a viaduct (Gautrain Jean Avenue P80). 
languageTerm ( rfc3066 )
en 
publisher
IOS Press 
accessCondition ( useAndReproduction )
©2014, IOS Press 
topic
South African Design Standards 
topic
Tendons (Prestressed concrete) 
topic
Bonded tendons 
topic
Building materials 
title
Analysis of elongation variance of tendons using stress-strain graphs 
genre
Article 

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http://hdl.handle.net/10210/126456
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