M
Mohamed A. ElGawady
Researcher at Missouri University of Science and Technology
Publications - 180
Citations - 4072
Mohamed A. ElGawady is an academic researcher from Missouri University of Science and Technology. The author has contributed to research in topics: Fibre-reinforced plastic & Masonry. The author has an hindex of 30, co-authored 171 publications receiving 3068 citations. Previous affiliations of Mohamed A. ElGawady include Washington State University & University of New Mexico.
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Shaking Table Testing of Segmental Hollow-Core FRP-Concrete-Steel Bridge Columns
TL;DR: In this paper, the authors presented dynamic tests of three damage-resistant segmental hollow-core bridge columns with posttensioned unbonded strands, and one column was constructed without energy dissipaters.
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Factors affecting the seismic behavior of segmental precast bridge columns
TL;DR: In this article, the design parameters that potentially affect the lateral seismic response of segmental precast post-tensioned bridge piers were discussed. But, the bottommost segments were encased in steel tubes to enhance ductility and minimize damage, and an FE model was used to investigate different design parameters and how they influence the lateral force displacement response of the piers.
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Mechanical Characterization of Concrete Masonry Units Manufactured with Crumb Rubber Aggregate
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Concrete-Filled-Large Deformable FRP Tubular Columns under Axial Compressive Loading
TL;DR: In this paper, the behavior of concrete-filled fiber tubes (CFFT) polymers under axial compressive loading was investigated, and a new hybrid FRP system combined with traditional and large rupture strain (LRS-FRP) was proposed.
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Testing and Evaluation of Polyurethane-Based GFRP Sandwich Bridge Deck Panels with Polyurethane Foam Core
Hesham Tuwair,Jeffery S. Volz,Mohamed A. ElGawady,M. Mohamed,K. Chandrashekhara,Victor Birman +5 more
TL;DR: In this article, a trapezoidal-shaped polyurethane foam core with a thermoprocessor was used for small-scale prototype deck panels under monotonic and fatigue bending.