Theses and Dissertations
Date of Award
5-1-2026
Document Type
Thesis
Degree Name
Master of Science (MS)
Department
Civil Engineering
First Advisor
Jinwoo An
Second Advisor
Philip Park
Third Advisor
Li Ai
Abstract
Bridges are one of the essential components of the transportation system in the United States for providing safe and efficient mobility. Their design and maintenance are continuously evolving to resolve significant engineering challenges, particularly in achieving both structural efficiency and sustainability. This research aims to optimize both structural efficiency and sustainability for horizontally curved steel I-girder bridges. The first component investigates the role of cross-frame design in enhancing stability and load distribution during construction and service. A finite element modeling framework is used to evaluate the influence of spacing, type, skew, and continuity of cross-frames on stresses, displacements, and overall structural performance. The second component evaluates geopolymer concrete (GPC) as a sustainable alternative to ordinary Portland cement (OPC) for bridge decks. Structural performance is analyzed using finite element simulations and environmental and cost impacts are quantified through life cycle assessment (LCA) and cost analysis. The findings highlight recommendations for efficient cross-frame configurations that improve the performance of horizontally curved steel I-girder bridges and demonstrate the feasibility of geopolymer concrete decks as an environmentally sustainable alternative to conventional concrete. Together, these findings aim to advance both the structural optimization and sustainability of bridge design, contributing to the development of safer and more eco-friendly infrastructure.
Recommended Citation
Naqvi, S. (2026). Optimization of Cross-Frame Design and Deck Materials in Horizontally Curved Steel I-Girder Bridges [Master's thesis, The University of Texas Rio Grande Valley]. ScholarWorks @ UTRGV. https://scholarworks.utrgv.edu/etd/1965

Comments
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