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    Impact of Climate Conditions on Deteriorating Reinforced Concrete Bridges in the US Midwest Region 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001:;page 04020129
    Author(s): Dena Khatami; Behrouz Shafei
    Publisher: ASCE
    Abstract: The deterioration of reinforced concrete bridges due to environmental stressors is proven to adversely affect their strength and durability over time. This primarily originates from the penetration of aggressive ions, ...
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    Performance Evaluation of Semi-Integral Abutment Bridge Ends Based on Approach Slab Details 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 003:;page 04024117-1
    Author(s): Shadi Azad; Behrouz Shafei
    Publisher: American Society of Civil Engineers
    Abstract: Semi-integral abutments help increase the service life of bridges by eliminating the issues associated with the use of expansion joints. However, the behavior of such abutments under service loads has complexities, especially ...
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    Effects of Supplementary Cementitious Materials on the Hydration of Ultrahigh-Performance Concrete 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 011:;page 04023388-1
    Author(s): Maziar Kazemian; Behrouz Shafei
    Publisher: ASCE
    Abstract: With the variety of supplementary cementitious materials (SCMs) available, there have been fundamental questions regarding how they influence the hydration development of ultrahigh-performance concrete (UHPC), especially ...
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    Investigation of Five Synthetic Fibers as Potential Replacements of Steel Fibers in Ultrahigh-Performance Concrete 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007:;page 04022126
    Author(s): Rizwan Karim; Behrouz Shafei
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) has been considered for a variety of structural engineering applications, owing to its superior strength and durability. Among the main properties of UHPC, flexural performance ...
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    Seismic Resilience of Transportation Networks with Deteriorating Components 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Alice Alipour; Behrouz Shafei
    Publisher: American Society of Civil Engineers
    Abstract: Performance assessment of a transportation network is naturally a complicated problem. This is mainly due to the fact that such a spatially distributed network is subjected to a variety of natural hazards and environmental ...
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    Assessment of Postearthquake Losses in a Network of Aging Bridges 

    Source: Journal of Infrastructure Systems:;2016:;Volume ( 022 ):;issue: 002
    Author(s): Alice Alipour; Behrouz Shafei
    Publisher: American Society of Civil Engineers
    Abstract: The current study approaches the issue of deteriorating civil infrastructure components in a systematic manner through microscale, mesoscale, and macroscale investigations. At the microscale, the integrity of individual ...
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    Estimation of Corrosion Initiation Time in Reinforced Concrete Bridge Columns: How to Incorporate Spatial and Temporal Uncertainties 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 010
    Author(s): Behrouz Shafei; Alice Alipour
    Publisher: American Society of Civil Engineers
    Abstract: Deterioration of reinforced concrete structures has been a subject of interest for the researchers, practicing engineers, and decision makers who work on the reliability assessment and safety evaluation of civil infrastructure ...
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    Performance of Concrete-Filled Steel Tube Bridge Columns Subjected to Vehicle Collision 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author(s): Dikshant Saini; Behrouz Shafei
    Publisher: American Society of Civil Engineers
    Abstract: Collision of vehicles into RC bridge columns can result in significant damage to individual bridge components, leading to partial or full collapse of the entire bridge. Among various alternatives to RC columns, concrete-filled ...
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    Addition of Partial-Depth Link Slabs to Bridge Structures: Role of Support Conditions 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 007:;page 04022049
    Author(s): Rizwan Karim; Behrouz Shafei
    Publisher: ASCE
    Abstract: Due to the maintenance and repair needs that commonly originate from expansion joints, link slabs are considered as a potential solution to move toward jointless bridges. The addition of partial-depth link slabs to existing ...
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    Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 005
    Author(s): Azadeh Alipour; Behrouz Shafei; Masanobu Shinozuka
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the life-cycle performance and cost of reinforced concrete highway bridges subjected to earthquake ground motions while they are continuously exposed to the attack of chloride ions. The penetration of ...
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