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    Remaining Service Life Prediction of Aging Concrete Bridges Based on Multiple Relevant Explanatory Variables 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 004:;page 04021036-1
    Author(s): Ishwarya Srikanth; Madasamy Arockiasamy
    Publisher: ASCE
    Abstract: Concrete highway bridge remaining service life has been at the forefront of bridge owners’ concerns for several years in terms of growing bridge maintenance needs. Distresses in concrete bridge components occur due to ...
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    Development of Non-Parametric Deterioration Models for Risk and Reliability Assessments of Concrete and Timber Bridges 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 001:;page 04021114
    Author(s): Ishwarya Srikanth; Madasamy Arockiasamy
    Publisher: ASCE
    Abstract: Distresses in concrete and timber bridge components occur due to physical, chemical and mechanical factors that manifest as observable symptoms of deterioration. Deterioration models relate the observable defects to the ...
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    Bridge Infrastructure Management System: Autoencoder Approach for Predicting Bridge Condition Ratings 

    Source: Journal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 001:;page 04022042-1
    Author(s): Monica Rajkumar; Sudhagar Nagarajan; Madasamy Arockiasamy
    Publisher: American Society of Civil Engineers
    Abstract: Being an essential component of our economy, bridges play a vital role in facilitating transportation of people and goods all over the world. Bridge infrastructure systems help in developing an effective way to monitor and ...
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    Laboratory Tests to Evaluate Mechanical Properties and Performance of Various Flexible Pipes 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Omar Chaallal; Madasamy Arockiasamy; Ahmed Godat
    Publisher: American Society of Civil Engineers
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    Field Test Performance of Buried Flexible Pipes under Live Truck Loads 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Omar Chaallal; Madasamy Arockiasamy; Ahmed Godat
    Publisher: American Society of Civil Engineers
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    Numerical Finite-Element Investigation of the Parameters Influencing the Behavior of Flexible Pipes for Culverts and Storm Sewers under Truck Load 

    Source: Journal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 002
    Author(s): Omar Chaallal; Madasamy Arockiasamy; Ahmed Godat
    Publisher: American Society of Civil Engineers
    Abstract: The objectives of this study are to evaluate the parameters that affect the behavior of flexible pipes for culverts and storm sewers and to examine the strength-limit states of such pipes proposed by the AASHTO bridge-design ...
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    Closure to “Full-Scale Field Tests on Flexible Pipes under Live Load Application” by Madasamy Arockiasamy, Omar Chaallal, and Terdkiat Limpeteeprakarn 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    Author(s): Madasamy Arockiasamy; Omar Chaallal; Terdkiat Limpeteeprakarn
    Publisher: American Society of Civil Engineers
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    Full-Scale Field Tests on Flexible Pipes under Live Load Application 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author(s): Madasamy Arockiasamy; Omar Chaallal; Terdkiat Limpeteeprakarn
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the procedure and results of the field tests on high-density polyethylene (HDPE), PVC, and metal large diameter pipes subjected to a highway design truck loading. Numerical simulations using finite ...
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    Effect of Elastic Modulus of Carbon Fiber-Reinforced Polymer Strands on the Behavior of Posttensioned Segmental Bridges 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Xiong Yang; Pedram Zohrevand; Amir Mirmiran; Madasamy Arockiasamy; William Potter
    Publisher: American Society of Civil Engineers
    Abstract: Segmental bridges are widely used for accelerated construction and lower costs and environmental impact. The major concern with such bridges is in the corrosion protection of posttensioning steel strands. Noncorrosive ...
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    Comparative Study of Unbonded Carbon Fiber and Steel Strands in Posttensioned Pier Caps 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Xiong Yang; Pedram Zohrevand; Amir Mirmiran; Madasamy Arockiasamy; William Potter
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber strands offer a viable alternative to corrosion-prone steel strands in posttensioning applications. This study focused on a side-by-side comparison of two types of carbon fiber strands with different elastic ...
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