Optimal design of fabric formed concrete beams

Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2014. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages 57-58). === The topic of fabric formwork has emerged as a response to the rising need for material...

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Main Author: Sarieddine, Marwan
Other Authors: John A. Ochsendorf.
Format: Others
Language:English
Published: Massachusetts Institute of Technology 2014
Subjects:
Online Access:http://hdl.handle.net/1721.1/90155
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spelling ndltd-MIT-oai-dspace.mit.edu-1721.1-901552019-05-02T15:50:32Z Optimal design of fabric formed concrete beams Sarieddine, Marwan John A. Ochsendorf. Massachusetts Institute of Technology. Department of Civil and Environmental Engineering. Massachusetts Institute of Technology. Department of Civil and Environmental Engineering. Civil and Environmental Engineering. Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2014. Cataloged from PDF version of thesis. Includes bibliographical references (pages 57-58). The topic of fabric formwork has emerged as a response to the rising need for material efficient designs that also incorporate attractive aesthetic and construction related features. The thesis approaches the topic of the optimization of the design of fabric formed concrete beams. The thesis proposes two methods: an analytical optimization method and a feasible region method. The optimum design of fabric formed reinforced concrete beams is discussed first and a sample output of the optimum design based on minimizing the cost of a cross-section is produced. A relatively direct design process based on simple polynomials is established that can conveniently guide designers to produce optimal designs. Based on sample results, savings of up to 55% in material cost could be accomplished using fabric formed beams. The subject of pre-stressed fabric formed beams is then approached using the two methods. Certain additional complexities are explained and some simplifications are done in order to arrive at an optimum design using the feasible region method. by Marwan Sarieddine. M. Eng. 2014-09-19T21:43:01Z 2014-09-19T21:43:01Z 2014 2014 Thesis http://hdl.handle.net/1721.1/90155 890197944 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 86, 3 unnumbered pages application/pdf Massachusetts Institute of Technology
collection NDLTD
language English
format Others
sources NDLTD
topic Civil and Environmental Engineering.
spellingShingle Civil and Environmental Engineering.
Sarieddine, Marwan
Optimal design of fabric formed concrete beams
description Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2014. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages 57-58). === The topic of fabric formwork has emerged as a response to the rising need for material efficient designs that also incorporate attractive aesthetic and construction related features. The thesis approaches the topic of the optimization of the design of fabric formed concrete beams. The thesis proposes two methods: an analytical optimization method and a feasible region method. The optimum design of fabric formed reinforced concrete beams is discussed first and a sample output of the optimum design based on minimizing the cost of a cross-section is produced. A relatively direct design process based on simple polynomials is established that can conveniently guide designers to produce optimal designs. Based on sample results, savings of up to 55% in material cost could be accomplished using fabric formed beams. The subject of pre-stressed fabric formed beams is then approached using the two methods. Certain additional complexities are explained and some simplifications are done in order to arrive at an optimum design using the feasible region method. === by Marwan Sarieddine. === M. Eng.
author2 John A. Ochsendorf.
author_facet John A. Ochsendorf.
Sarieddine, Marwan
author Sarieddine, Marwan
author_sort Sarieddine, Marwan
title Optimal design of fabric formed concrete beams
title_short Optimal design of fabric formed concrete beams
title_full Optimal design of fabric formed concrete beams
title_fullStr Optimal design of fabric formed concrete beams
title_full_unstemmed Optimal design of fabric formed concrete beams
title_sort optimal design of fabric formed concrete beams
publisher Massachusetts Institute of Technology
publishDate 2014
url http://hdl.handle.net/1721.1/90155
work_keys_str_mv AT sarieddinemarwan optimaldesignoffabricformedconcretebeams
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