Exploring the Stress-Strain Relationship of Lightweight Concrete to Enhance the Lifecycle Performance of Transportation Highways and Bridges

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Exploring the Stress-Strain Relationship of Lightweight Concrete to Enhance the Lifecycle Performance of Transportation Highways and Bridges

Abstract: 

Concrete is the primary construction material of bridges, roads, and other transportation infrastructure across the United States, but conventional normal-weight concrete (NWC) is heavy, prone to cracking, and expensive to maintain over time. This study examines the mechanical properties, durability, and lifecycle performance of lightweight aggregate concrete (LWC) and internally cured concrete (ICC) as alternatives in transportation infrastructure applications. Through laboratory testing, computer modeling, and lifecycle analysis, the research evaluates how these materials perform in terms of strength, flexibility, durability, cost, and environmental impact. The results show that LWC and ICC can meet required strength levels while being lighter and more flexible, which helps reduce cracking and long-term damage. These materials also improve internal moisture conditions, slowing deterioration caused by shrinkage and exposure to harsh environments such as deicing salts. The study finds that lightweight concrete can last nearly five times longer than conventional concrete in some applications, while significantly lowering maintenance needs. Over a structure’s full lifespan, this can mean up to 85% lower lifecycle costs and up to 76% fewer greenhouse gas emissions. Current design codes often underestimate LWC performance, however, and therefore, revised empirical models are recommended. Overall, results confirm that LWC and ICC provide a structurally efficient, economically viable, and environmentally responsible solution for modern transportation infrastructure.

 

Authors: 

Dr. Fariborz M. Tehrani
Dr. Fariborz M. Tehrani is a Professor and Director with nearly four decades of academic and industry background in engineering design, management, education, and leadership. His research and practice experiences focus on sustainable and resilient structural engineering, mechanics, and materials (SR-SEMM). Fariborz is a Fellow ASCE, the Director of the ESCSI, and a voting member of several ACI and ASTM Committees. He has also served as the ISI Academic Committee Chair and EWB professional mentor at University of Southern California; University of California, San Diego; and California Polytechnic State University, San Luis Obispo. He has over 130 published and over 160 presented scholarly works. Dr. Tehrani received the ASCE Region 9 Outstanding Faculty Advisor Award, the CHESC Best Practice Award, and two ASCE Research Awards from Fresno and San Francisco. He received his BSc from Sharif University of Technology, his MSc from Amirkabir University of Technology, and his MS, Degree of Engineering, and PhD from the University of California, Los Angeles.

Published: 
April 2026
Keywords: 
Concrete
Properties of materials
Durability of concrete structures
Sustainability
Cost

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CSUTC
MCTM
NTFC
NTSC

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