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University of Arkansas

Analysis of Bridge Deck Sections by Pseudo-compressibility method based on FDM and LES: Improving Performance through Implementation of Parallel Computing

Abstract

dc:description.abstract

<p>The incidence of wind on bridges produces static and dynamic loading that must be adequately addressed when designing bridges. Dynamic loading is the primary concern, as the amplitude of the structures response to the applied loading may be greatly amplified. Ideally, the bridge's properties should be designed to avoid dynamic loading. Previous investigations of wind loading on bridges consisted of measuring forces produced on scaled models of bridges within wind tunnels. However, these wind tunnel tests are costly and time consuming due to cost to fabricate and instrument the bridge cross sections. Recent advancements in computational power of computers allow realistic simulation of wind flow over bridges via computational fluid dynamics (CFD). It is advantageous to study wind forces on bridge decks via computer simulation because parameters of the bridge and the wind field around it can be modified to evaluate their influences on the forces produced on the bridge. The present study introduces a new computer model that is used to simulate two-dimensional flow of wind around a bridge deck. This program is in parallel format, which substantially reduces computational time compared to time required for similar simulations on a single computer. Minimum grid refinement to adequately resolve the boundary layer is identified. A user manual is developed so that the program can be operated by a designer with minimal training. Finally, the model is validated by comparing the force coefficients that it predicts with force coefficients from wind tunnel experiments.</p> <p>KEY WORDS: Wind loading, bridge aerodynamic, computational fluid dynamic, parallel computing</p>

Degree

thesis:*
Name thesis:degree_name
Master of Science in Civil Engineering (MSCE)
Level thesis:degree_level
Thesis
Year dc:date.available
2016

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Mbianda Kemayou, Blandine Therese
Advisor dc:contributor.advisor
  • Selvam, R. Panneer
Contributors dc:contributor
  • Heymsfield, Ernest
  • Hale, W. Micah

Subjects

dc:subject × 8

Identifiers

dc:identifier.*
Repository record dc:identifier
https://scholarworks.uark.edu/etd/1619
OAI identifier oai:identifier
oai:scholarworks.uark.edu:etd-3158

Chain of custody

source
Harvested from
University of Arkansas
Base URL
scholarworks.uark.edu/do/oai/
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
citation

Mbianda Kemayou, Blandine Therese. Analysis of Bridge Deck Sections by Pseudo-compressibility method based on FDM and LES: Improving Performance through Implementation of Parallel Computing. Thesis thesis, 2016. https://scholarworks.uark.edu/etd/1619