ORBi: Nguyen Tien dung - ULTIMATE STRENGTH ANALYSIS OF STEEL PLATES USING ISO/DIS 1872-2 AND ULSAP

Reference : ULTIMATE STRENGTH ANALYSIS OF STEEL PLATES USING ISO/DIS 1872-2 AND ULSAP


	Document type :	Scientific congresses and symposiums : Paper published in a book
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	To cite this reference:	http://hdl.handle.net/2268/132610

Title :	ULTIMATE STRENGTH ANALYSIS OF STEEL PLATES USING ISO/DIS 1872-2 AND ULSAP
Language :	English
Author, co-author :	Nguyen, Tien dung []
	Rigo, Philippe [Université de Liège - ULg > Département ArGEnCo > Constructions hydrauliques et navales >]
	Bayatfar, Abbas [Université de Liège - ULg > Département ArGEnCo > Constructions hydrauliques et navales >]
Publication date :	Aug-2012
Edition :	Proceedings is published in Vietnam under sponsors of Ton Duc Thang University and National Foundation for Science & Technology Development (NAFOSTED).
Main document title :	International Conference on Advances in Computational Mechanics
Editor :	Nguyen Thien Tong
Audience :	International
City :	HCMC
Country :	Vietnam
Event name :	ACOME 2012
Event date :	August 2012
Event organizer :	International Conference on Advances in Computational Mechanics
Event place (city) :	Ho Chi Minh City,
Event country :	Vietnam
Keywords :	[en] Ultimate limit states (ULS) ; Ultimate strength ; Plate structures ; Combined biaxial compression and lateral ; Pressure loads
Abstract :	[en] Ultimate limit states (or ultimate strength) have been assessed that is the much better basis than the allowable working stresses. Today, we design and strength assessment the structural types such as aerospace structures, offshore platforms, ships and land-based structures following the ISO STANDARD. Aim of this paper is to perform benchmark calculation in order to validating formulas of ISO Standard [1]. An effective approach for plate, using the ISO/DIS 1872-2 standard [1] and ULSAP (Mestro software) [2], are calculated in the current research for studying the ultimate strength problems of plates with six load cases: longitudinal compression, transverse compression, biaxial compression with/without lateral pressure. The trends of ISO Standard results in some cases agree well to the Maestro results. Other cases are not similar. The values of ISO results were found smaller than Maestro results. For this reason, the ISO results are not more conservative than ULSAP results.
Funders :	National Foundation for Science & Technology Development
Target :	Researchers
Permalink :	http://hdl.handle.net/2268/132610

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	File	Commentary	Version	Size	Access
Open access	Version 2 ACOME_046_Camera_19x27_1_.pdf		Publisher postprint	1.19 MB	View/Open
Open access	ACOME2012_Abstracts_19x27.pdf		Publisher postprint	1.52 MB	View/Open

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