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    Existing Inverse Analysis Approaches for Tensile Stress–Strain Relationship of UHPC with Treated Steel Fibers 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 006:;page 04021118-1
    Author(s): Yanping Zhu; Yang Zhang; Husam H. Hussein; Shaoqin Qu
    Publisher: ASCE
    Abstract: Based on the limited information on the tensile stress–strain relationship of ultra-high-performance concrete (UHPC) with treated fibers, the objective of the present research is to experimentally investigate the flexural ...
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    Effect of Fiber Dosages and Stirrup Ratios on Torsional Strength of Ultrahigh-Performance Concrete Beams 

    Source: Practice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 004:;page 04024069-1
    Author(s): Nabeel H. Al-Salim; Rafea F. Hassan; Nisreen S. Mohammed; Lina H. Ali; Husam H. Hussein
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh-performance concrete (UHPC) is a type of concrete that has gained attention from researchers for its potential use in various structural applications to improve the behavior of concrete structures. Despite this ...
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    Effect of Aspect Ratios of Hooked End and Straight Steel Fibers on the Tensile Strength of UHPFRC 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007:;page 04022131
    Author(s): Minghong Qiu; Xudong Shao; Yanping Zhu; Husam H. Hussein; Fangyuan Li; Xuefeng Li
    Publisher: ASCE
    Abstract: Ultra-high-performance fiber reinforced concrete (UHPFRC) exhibits strain hardening and multiple cracking behaviors when subjected to tension load. There are limited studies on the effect of steel fiber aspect ratios on ...
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    Interfacial Properties of Ultrahigh-Performance Concrete and High-Strength Concrete Bridge Connections 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 005
    Author(s): Husam H. Hussein; Kenneth K. Walsh; Shad M. Sargand; Eric P. Steinberg
    Publisher: American Society of Civil Engineers
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    Modeling the Shear Connection in Adjacent Box-Beam Bridges with Ultrahigh-Performance Concrete Joints. I: Model Calibration and Validation 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 008
    Author(s): Husam H. Hussein; Kenneth K. Walsh; Shad M. Sargand; Fouad T. Al Rikabi; Eric P. Steinberg
    Publisher: American Society of Civil Engineers
    Abstract: Recent research on ultrahigh-performance concrete (UHPC) for connection elements in highway bridges indicates an improvement in the performance of the overall bridge superstructure. However, there is limited information ...
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    Contribution of Transverse Tie Bars to Load Transfer in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Key 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 002
    Author(s): Husam H. Hussein; Shad M. Sargand; Anwer K. Al-Jhayyish; Issam Khoury
    Publisher: American Society of Civil Engineers
    Abstract: Adjacent box-girder bridges have become a popular choice as they can be constructed quickly, easily, and economically. In spite of their good performance during many years of service, one major problem has been recurrent ...
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    Laboratory Evaluation of Ultrahigh-Performance Concrete Shear Key for Prestressed Adjacent Precast Concrete Box Girder Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 002
    Author(s): Husam H. Hussein; Shad M. Sargand; Fouad T. Al Rikabi; Eric P. Steinberg
    Publisher: American Society of Civil Engineers
    Abstract: Precast adjacent box girder bridges have become a preferred solution in several states due to their simple structure, economy, and ease of construction. However, longitudinal cracks often appear along the shear keys between ...
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    Environment-Induced Behavior of Transverse Tie Bars in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Keys 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
    Author(s): Husam H. Hussein; Shad M. Sargand; Issam Khoury; Anwer K. Al-Jhayyish
    Publisher: American Society of Civil Engineers
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    Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Yanping Zhu; Yang Zhang; Husam H. Hussein; Shukun Cai
    Publisher: ASCE
    Abstract: This research aims to experimentally investigate the flexural behavior of ultra-high-performance concrete (UHPC)–steel composite beams with joints under a negative bending moment in order for the results to be used in the ...
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