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    Full-Range Shear Behavior of a Nonprismatic Beam with Steel Trapezoidal Corrugated Webs: Experimental Tests and FE Modeling 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Man Zhou; Lin An
    Publisher: ASCE
    Abstract: This paper presents the first experimental and numerical investigation of the full-range shear behavior of a nonprismatic overhanging beam with concrete slabs and steel trapezoidal corrugated webs. The results showed that ...
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    Effect of Multiple Environmental Factors on the Adhesion and Diffusion Behaviors of Chlorides in a Bridge with Coastal Exposure: Long-Term Experimental Study 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Man Zhou; Jiacong Liao; Lin An
    Publisher: ASCE
    Abstract: Corrosion of steel reinforcement caused by airborne salt penetration into concrete cover is a very important reason for the deterioration of concrete structures exposed to an atmospheric marine environment. The current ...
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    Shear Performance of Tapered Beams with Concrete Flanges and Corrugated Steel Webs: Theory, Experiments, and Numerical Simulations 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007:;page 04021085-1
    Author(s): Man Zhou; Shan Li
    Publisher: ASCE
    Abstract: This study experimentally and numerically demonstrated that the traditional basic shear method is not applicable for estimating the shear stresses in tapered beams with corrugated steel webs (CSWs). The vertical components ...
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    Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 002:;page 04023109-1
    Author(s): Xiaolong Su; Man Zhou; Kamran Anwar Tanwari
    Publisher: ASCE
    Abstract: Due to the weakened shear stiffness of trapezoidal corrugated steel webs (TCSWs), it is necessary to account for shear deformation in calculating the total deformation for girders with TCSWs. Most of the existing research ...
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    Shear Properties of Tapered Box Girders with Steel Trapezoidally Corrugated Webs Considering Resal Effect 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 001
    Author(s): Man Zhou; Jiacong Liao; Lin An
    Publisher: ASCE
    Abstract: A study on the shear properties of tapered box girders with steel trapezoidally corrugated webs (STCWs) considering the Resal effect was carried out based on theoretical analysis, experimental testing, and numerical ...
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    New Asynchronous-Pouring Rapid-Construction Method for Long-Span Prestressed Concrete Box Girder Bridges with Corrugated Steel Webs 

    Source: Journal of Construction Engineering and Management:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Man Zhou; Yunyi Liu; Kangjian Wang; Mostafa Fahmi Hassanein
    Publisher: ASCE
    Abstract: Based on the traditional hanging basket cantilever construction of the prestressed concrete box girders, combined with the excellent shear capacity of the corrugated steel webs (CSWs), this paper introduces an improved ...
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    Shear Stress Calculation and Distribution in Variable Cross Sections of Box Girders with Corrugated Steel Webs 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Man Zhou; Jiandong Zhang; Jitao Zhong; Yong Zhao
    Publisher: American Society of Civil Engineers
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    Stress Analysis of Linear Elastic Nonprismatic Concrete-Encased Beams with Corrugated Steel Webs 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 006
    Author(s): Man Zhou; Zhao Liu; Jiandong Zhang; Hiromichi Shirato
    Publisher: American Society of Civil Engineers
    Abstract: The basic mechanical behavior of a nonprismatic concrete-encased beam with corrugated steel webs (CSWs) was investigated through a scale model experiment and finite-element model analysis. Because of the influence of ...
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    New Method for Generating Strut-and-Tie Models of Three-Dimensional Concrete Anchorage Zones and Box Girders 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 008
    Author(s): Jitao Zhong; Lai Wang; Man Zhou; Yunfeng Li
    Publisher: American Society of Civil Engineers
    Abstract: The determination of a suitable strut-and-tie model (STM) of a number of disturbed three-dimensional (3D) domains is a challenging task. To overcome this problem, this paper presents a performance-based ground structure ...
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    A Practical Approach for Generating the Strut-and-Tie Models of Anchorage Zones 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Jitao Zhong; Lai Wang; Yunfeng Li; Man Zhou
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a practical method for automatically generating optimal strut-and-tie models (STMs) in anchorage zones. In the proposed approach, a new microtruss element pattern is created to build ground structures. ...
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