dc.contributor.author |
Marsel Nakuci; Department of Civil Engineering, Faculty of civil engineering, Polytechnic University of Tirana |
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dc.contributor.author |
Soen Sako; Department of Civil Engineering, Faculty of civil engineering, Polytechnic University of Tirana |
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dc.date |
2013-06-14 08:51:35 |
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dc.date.accessioned |
2013-07-15T11:48:47Z |
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dc.date.accessioned |
2015-11-23T16:09:55Z |
|
dc.date.available |
2013-07-15T11:48:47Z |
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dc.date.available |
2015-11-23T16:09:55Z |
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dc.date.issued |
2013-07-15 |
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dc.identifier |
http://ecs.epoka.edu.al/index.php/iscce/iscce2012/paper/view/531 |
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dc.identifier.uri |
http://dspace.epoka.edu.al/handle/1/651 |
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dc.description.abstract |
This paper describes a program for plastic analysis of 2-d frames written in matlab programming language. The program is developed using the object oriented programming approach as an alternative to traditional procedural programming. A step by step incremental linear analysis is used for the solution. The two node frame element represents the finite element. The element stiffness matrix for frame element is constructed by super imposing both axial and bending stiffness. Hermite polynomials are used as interpolation functions for the solution of the finite element analysis. Element nodal forces and stiffness matrices are obtained using Gauss quadrature scheme as a numerical integration technique. This integration scheme for polynomial functions leads in a very accurate solution. Matlab library has served for the solution of systems of linear equations. The two most important classes in the program are the cstruct_lin_static_preprocess class which calculates all preprocess data and the cstruct_lin_plastic_postprocess class, which gets as input argument the object of preprocess class and calculates all postprocess data. A simple frame structure under lateral loads is presented as an example and solved by the program. The stress state represented by internal moment diagram, shear force diagram and axial force diagram is given for each step and the final step. The presentation of this data is in tabular form and graphical form. A plot of the deformed shape for every step is also provided by the program. The history of force-displacement and the plot of plastic hinges is displayed. |
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dc.format |
application/pdf |
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dc.language |
en |
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dc.publisher |
International Student Conference of Civil Engineering |
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dc.rights |
Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference. |
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dc.source |
International Student Conference of Civil Engineering; International Student Conference of Civil Engineering |
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dc.title |
A matlab program for plastic analysis of 2-d frames |
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dc.type |
Peer-reviewed Paper |
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