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    Behavior of Brick Masonry Veneers under Wet–Dry Cycles and Varying Differential Air Pressures 

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002:;page 04026017-1
    Author(s): Khanverdi, Mohsen; Das, Sreekanta
    Publisher: American Society of Civil Engineers
    Abstract: AbstractWind-driven rain is a significant contributor to moisture in buildings, posing risks of interior or exterior damage to structures. Climate change is expected to cause increased wind speeds, intensity, and frequency ...
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    Failure of Pressurized Corroded Pipeline Subject to Axial Compression: A Parametric Study 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003:;page 31402
    Author(s): Dewanbabee, Halima; Das, Sreekanta
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Onshore buried steel pipelines are used for transporting oil and gas to various cities and locations. These pipelines can be subjected to various loading, such as axial, bending, shear, and other complex loading from the ...
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    Ovalization Defect in Energy Pipes Caused by Concentrated Load 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 005:;page 51701
    Author(s): Ghaednia, Hossein; Das, Sreekanta
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steel pipes are used to build pipelines that carry gas and oil across a country or a continent. The majority of onshore pipelines run underground; hence, they are called buried pipelines. These buried pipelines must endure ...
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    Development and Application of Pretension Guidelines for the Z Block Modular Connection 

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002:;page 04026013-1
    Author(s): Giwa, Ayotunde; Das, Sreekanta; Ghaednia, Hossein; Dhanapal, Jothiarun
    Publisher: American Society of Civil Engineers
    Abstract: AbstractZ Block cast steel connectors are used for intermodular and intramodular connections of steel modular buildings designed and built by modular construction company, Z Modular. These connectors use threaded steel ...
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    Flexural Rehabilitation and Strengthening of Concrete Beams with BFRP Composite 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 004
    Author(s): Duic Jason;Kenno Sara;Das Sreekanta
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on load tests conducted on seven full-scale RC beam specimens. The objective of this study was to determine the feasibility of using an emerging and greener material, basalt fiber–reinforced polymer ...
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    Mechanical and Durability Performance of 3D-Printed Concrete with Coarse Aggregates and Cold Joints 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 004:;page 04025081-1
    Author(s): Popli, Siddharth; Valikhah, Fatemeh; Zandi Lak, Erfan; Das, Sreekanta
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThree-dimensional (3D) construction printing technology has advanced significantly in recent years. Its application in building construction depends on a thorough understanding of the performance of printed materials. ...
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    Application of Ultrahigh-Performance Concrete and Sustainably Engineered Cementitious Composites for Link Slabs 

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 003:;page 04026003-1
    Author(s): Lak, Erfan Zandi; Valikhah, Fatemeh; Das, Sreekanta; Booya, Emad
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Premature failure of expansion joints causes maintenance costs and corrosion issues. Link slabs can be an alternative to expansion joints in bridge structures, aiming to reduce these issues. The choice of material ...
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    Low-Cement Engineered Cementitious Composites: Application in Bridge Link Slabs 

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002:;page 04025147-1
    Author(s): Zandi Lak, Erfan; Valikhah, Fatemeh; Das, Sreekanta; Booya, Emad
    Publisher: American Society of Civil Engineers
    Abstract: AbstractOne effective method for mitigating corrosion issues stemming from expansion joints in bridge decks is to replace expansion joints with link slabs. New link slabs are being constructed with fiber-reinforced concrete ...
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    Effect of Operating Pressure and Dent Depth on Burst Strength of NPS30 Linepipe With Dent–Crack Defect 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2015:;volume( 137 ):;issue: 003:;page 31402
    Author(s): Ghaednia, Hossein; Das, Sreekanta; Wang, Rick; Kania, Richard
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Buried linepipe can be exposed to various external interferences and corrosive environment and as a result, damage in the form of dent or corrosion or crack or gouge or combination of any of these damages can form in the ...
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    Fatigue Crack Growth at Electrical Resistance Welding Seam of API 5L X-70 Steel Line Pipe at Varied Orientations 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2017:;volume( 139 ):;issue: 003:;page 31401
    Author(s): Taylor, Craig; Das, Sreekanta; Collins, Laurie; Rashid, Muhammad
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Very few studies have been conducted concerning fatigue in steel line pipe and fewer using full-scale testing. Further, at the time of this study, no research on full-scale testing was available in open literature regarding ...
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