Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library

The subject of this paper is to describe some of the aspects manifesting in the use of the elastoplastic material model library multiPlas, which was developed to support non-linear computations in the ANSYS system. The text focuses on the analysis of numerical simulations of a virtual tension test i...

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Main Author:	Hokeš Filip
Format:	Article
Language:	English
Published:	Sciendo 2015-12-01
Series:	Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Subjects:	Concrete fracture mechanics damage theory material non-linearity Menétrey-Willam FEM ANSYS multiPlas
Online Access:	http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0009/tvsb-2015-0009.xml?format=INT

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spelling	doaj-dd3a4f07b65a49a5b5b001c12945bc6a2020-11-24T20:56:09ZengSciendoTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242015-12-0115210.1515/tvsb-2015-0009tvsb-2015-0009Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas LibraryHokeš Filip0 Ing. Filip Hokeš, Institute of Structural Mechanics, Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech Republic, phone: (+420) 597 148 207The subject of this paper is to describe some of the aspects manifesting in the use of the elastoplastic material model library multiPlas, which was developed to support non-linear computations in the ANSYS system. The text focuses on the analysis of numerical simulations of a virtual tension test in several case studies, thereby the text endeavours to describe the problems connected with modelling non-linear behaviour of concrete in a tensile area.http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0009/tvsb-2015-0009.xml?format=INTConcretefracture mechanicsdamage theorymaterial non-linearityMenétrey-WillamFEMANSYSmultiPlas
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Hokeš Filip
spellingShingle	Hokeš Filip Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series Concrete fracture mechanics damage theory material non-linearity Menétrey-Willam FEM ANSYS multiPlas
author_facet	Hokeš Filip
author_sort	Hokeš Filip
title	Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library
title_short	Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library
title_full	Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library
title_fullStr	Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library
title_full_unstemmed	Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library
title_sort	selected aspects of modelling of non-linear behaviour of concrete during tensile test using multiplas library
publisher	Sciendo
series	Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
issn	1804-4824
publishDate	2015-12-01
description	The subject of this paper is to describe some of the aspects manifesting in the use of the elastoplastic material model library multiPlas, which was developed to support non-linear computations in the ANSYS system. The text focuses on the analysis of numerical simulations of a virtual tension test in several case studies, thereby the text endeavours to describe the problems connected with modelling non-linear behaviour of concrete in a tensile area.
topic	Concrete fracture mechanics damage theory material non-linearity Menétrey-Willam FEM ANSYS multiPlas
url	http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0009/tvsb-2015-0009.xml?format=INT
work_keys_str_mv	AT hokesfilip selectedaspectsofmodellingofnonlinearbehaviourofconcreteduringtensiletestusingmultiplaslibrary
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Selected Aspects Of Modelling Of Non-Linear Behaviour Of Concrete During Tensile Test Using Multiplas Library

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