Reliability-based methodology for design and evaluation of concrete bridge decks

Yang, C (2023) Reliability-based methodology for design and evaluation of concrete bridge decks. PhD thesis, Rutgers The State University of New Jersey, School of Graduate Studies, USA.

Abstract

The bridge deck serves as a critical component of the overall bridge structure whose performance attracts great attention as it directly impacts public safety, infrastructure planning, and overall functioning of transportation networks. Bridge owners pay extensive budget on monitoring and maintaining the bridge decks to ensure their safe loading carrying capacity. While the AASHTO Load and Resistance Factored Design (LRFD) Bridge Design Specifications mandate a design life of 75 years, the actual service life of bridge decks frequently falls short due to various factors such as heavy traffic load, unsatisfactory design, environmental stressors, etc., posing particular challenges to infrastructure management and public safety.This dissertation offers an in-depth study of load spectra, design provisions, and the deterioration of bridge decks. Nationwide weigh-in-motion data, encompassing over two hundred sites from 36 states across the United States, was utilized to scrutinize the load spectra affecting bridge decks. The analysis revealed that bridges, regardless of regional differences, are consistently subjected to overweight trucks and extreme axle loads.Additionally. The current design specifications are critiqued for lacking reliability calibration and rigorous substantiation. This research assesses the design provisions from three angles: design load, safety level (i.e., reliability index), and multiple presence factors (MPF). It was established that design loads fail to accurately represent and accommodate the real load spectra. The reliability indices for negative moment regions align closely with the target level, while the reliability indices highlight a potential safety concern at positive moment region and hereby emphasize the need for more refined analyses to provide justifications. Regardless of the shortcomings, a positive aspect of current design provisions is the inherent conservatism of the MPF.Finally, by integrating nationwide National Bridge Inventory (NBI) data and climate data from 49 states, this study identifies and ranks the factors contributing to bridge deck deterioration using a machine learning-based framework. Climate factors, traffic attributes, and bridge configurations are all regarded as critical determinants of the bridge deterioration rate. The study culminates in establishing the correlation between the service life of the bridge deck and the truck load spectra, revealing that both truck volume and weight can adversely affect deck service life.

Item Type: Thesis (Doctoral)
Thesis advisor: Nassif, H H
Uncontrolled Keywords: reliability; inventory; traffic; bridge design; deterioration; infrastructure management; infrastructure planning; learning; monitoring; safety; service life; United States; machine learning; bridge; specification; owner
Index terms: specification, public safety, mandate, stressors, United States, deterioration, configuration, design specification, methodology, machine learning, infrastructure management, inventory, bridge design, service life, falls, owner, overweight, presence, monitoring, infrastructure planning, concrete bridge, dissertation, loading, determinant
Subjects: inventory management, Geography, infrastructure engineering, research methods, asset management, research dissemination and communication, environmental science, construction operations, strategic project management, contractual condition, design practice, health risk and incident analysis, infrastructure and transport systems, systems engineering, political science, health conditions and diseases, emergency and crisis management, sociology, control systems, risk assessment, artificial intelligence, material degradation and durability
Topics: Governance, Stakeholder Management, Research Practice, Construction Materials, Business Strategy, Contract Administration, Site Management, Design Practice, Digital Applications, Sustainability, Risk Management, Geographical Context, Project Management, Engineering Principles, Health and Safety, Supply Chain Management
Descriptive scope: 3 PCT

N.B. Descriptive scope is a count of how many of the five facets of empirical research are indicated by the words used in title, abstract and keywords. It is not intended as a judgement on the research; merely a count of the kind of word we would expect to indicate Phenomenon, Concepts, Theoretical framing, Empirical techniques, Analytical techniques. If all five are present, then a code of “5 PCTEA” will indicate this. If you feel the coding for this record is questionable, we welcome discussion around the terms we matched or the way we categorized them. The facet you would expect may not be coded, or a facet may be coded inappropriately. This can also bear on a larger question, of which facets should be treated as defining in construction management research. Please get in touch, and we will look at it. More details here