Multi-Objective optimization of arch bridges

Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017.

Bibliographic Details
Main Author: Msaaf, Khaoula
Other Authors: Caitlin T. Mueller.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2017
Subjects:
Online Access:http://hdl.handle.net/1721.1/111519
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author Msaaf, Khaoula
author2 Caitlin T. Mueller.
author_facet Caitlin T. Mueller.
Msaaf, Khaoula
author_sort Msaaf, Khaoula
collection MIT
description Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017.
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spelling mit-1721.1/1115192019-04-12T22:51:12Z Multi-Objective optimization of arch bridges Msaaf, Khaoula Caitlin T. Mueller. 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, 2017. Cataloged from PDF version of thesis. Includes bibliographical references (pages 83-84). Trussed arch bridges are commonly used to attain big spans. They are efficient structures that offer a wide range of geometries, materials, and topologies. This thesis studies the influence of the geometry and topology of arch bridges on both their structural performance relayed by the maximum deflection and their structural weight. Various materials are also considered to calculate the embodied carbon emission and investigate the environmental impact of arch bridges. Gustave Eiffel's Garabit Viaduct is used as a design precedent for this study. 2-D and 3-D parametric models of the arch bridge are realized using Grasshopper [8]. Changing the geometric parameters in addition to the topology enables the investigation of the bridge's performance. The cross sections are automatically optimized in each case. Furthermore, a multi-objective optimization process was run on the bridge to examine the tradeoffs between the deflection and the self-weight. The weight-oriented optimization allows saving more than 60% of the weight compared to the original structure. Analyzing the different resulting designs proves that increasing the depth at the arch's crown and the depth at the base of the arch leads to better deflection results. It also demonstrates that using a denser truss structure leads to a lighter structure. by Khaoula Msaaf. M. Eng. 2017-09-15T15:37:46Z 2017-09-15T15:37:46Z 2017 2017 Thesis http://hdl.handle.net/1721.1/111519 1003324294 eng MIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission. http://dspace.mit.edu/handle/1721.1/7582 84 pages application/pdf Massachusetts Institute of Technology
spellingShingle Civil and Environmental Engineering.
Msaaf, Khaoula
Multi-Objective optimization of arch bridges
title Multi-Objective optimization of arch bridges
title_full Multi-Objective optimization of arch bridges
title_fullStr Multi-Objective optimization of arch bridges
title_full_unstemmed Multi-Objective optimization of arch bridges
title_short Multi-Objective optimization of arch bridges
title_sort multi objective optimization of arch bridges
topic Civil and Environmental Engineering.
url http://hdl.handle.net/1721.1/111519
work_keys_str_mv AT msaafkhaoula multiobjectiveoptimizationofarchbridges