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    Lifecycle Simulation for Unbonded Concrete Overlay Design 

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Minmao Liao; Hanyue Xu
    Publisher: American Society of Civil Engineers
    Abstract: An unbonded concrete overlay (UBCO) is an increasingly popular technique for pavement rehabilitation. Its current thickness design is based on empirical equations or highly simplified mechanistic models. This paper conducts ...
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    Multiple Crack Propagation and Coalescence in Finite Elements with Minimal Local Remeshing Using the Subregion Generalized Variational Principle 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Minmao Liao; Pan Zhang
    Publisher: ASCE
    Abstract: Multiple crack propagation and coalescence in two-dimensional linear elastic media were modeled using the finite-element method (FEM) in conjunction with the subregion generalized variational principle. The proposed approach ...
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    Novel Quadrature-Element Analysis of Plane Stress Elastoplasticity 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 008:;page 04023048-1
    Author(s): Minmao Liao; Dingrui Liu; Xin Zeng
    Publisher: ASCE
    Abstract: A novel quadrature element for performing plane stress elastoplastic analysis is introduced in this paper. Differing from the popular finite-element method, the quadrature-element method (QEM) first evaluates the integration ...
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    Elastic Wave Propagation Analysis Using the Space-Time Discontinuous Galerkin Quadrature Element Method 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 010:;page 04024072-1
    Author(s): Minmao Liao; Jie Wei; Jiaze Zhao; Wensu Fan
    Publisher: American Society of Civil Engineers
    Abstract: Wave propagation in elastic solids is analyzed by a space-time discontinuous Galerkin quadrature element method. First, the space-time quadrature element is conveniently formulated based on the space-time discontinuous ...
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    Closure to “Nonlinear Finite-Element Analysis of Critical Gusset Plates in the I-35W Bridge in Minnesota” by Minmao Liao, Taichiro Okazaki, Roberto Ballarini, Arturo E. Schultz, and Theodore V. Galambos 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Minmao Liao; Taichiro Okazaki; Roberto Ballarini; Arturo E. Schultz; Theodore V. Galambos
    Publisher: American Society of Civil Engineers
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    Nonlinear Finite-Element Analysis of Critical Gusset Plates in the I-35W Bridge in Minnesota 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): Minmao Liao; Taichiro Okazaki; Roberto Ballarini; Arturo E. Schultz; Theodore V. Galambos
    Publisher: American Society of Civil Engineers
    Abstract: Reported evidence suggests that failure of gusset plates initiated the collapse of the I-35W Bridge in Minneapolis, Minnesota. The particular gusset plates were at a panel point designated as U10. Therefore, an analytical ...
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