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    Tensile Behaviors of Textile Grid–Reinforced Engineered Geopolymer Composites 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023227-1
    Author(s): Chi Chiu Lam; Jiaming Gu; Xiaoyi Wang; Jingming Cai
    Publisher: ASCE
    Abstract: This paper presents a study of the tensile behaviors of textile grid–reinforced engineered geopolymer composites (TR-EGCs) using both experimental and numerical methods. EGC is a novel ecofriendly fiber-reinforced geopolymer ...
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    Mechanical Behaviors of Metakaolin-Based Engineered Geopolymer Composite under Ambient Curing Condition 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007:;page 04022152
    Author(s): Jingming Cai; Jinlong Pan; Jinsheng Han; Xiaoyi Wang
    Publisher: ASCE
    Abstract: Geopolymers have been long recognized as the next-generation building material due to environmental reasons. However, geopolymers are inherently brittle and usually require high-temperature curing. This paper was intended ...
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    Development of Static-Response-Based Objective Functions for Finite-Element Modeling of Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): Xiaoyi Wang; James A. Swanson; Arthur J. Helmicki; Victor J. Hunt
    Publisher: American Society of Civil Engineers
    Abstract: The basic mechanisms and procedures of finite-element (FE) modeling and calibration are briefly presented in the context of bridge condition assessment. Different physical parameters of FE models are adjusted to simulate ...
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    Development of Dynamic-Response-Based Objective Functions for Finite-Element Modeling of Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): Xiaoyi Wang; James A. Swanson; Arthur J. Helmicki; Victor J. Hunt
    Publisher: American Society of Civil Engineers
    Abstract: The basic mechanism and procedures of finite-element (FE) bridge modeling and calibration are briefly presented. Different physical parameters of FE models are adjusted during the calibration process. Dynamic-response-based ...
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    Overview of a Modal-Based Condition Assessment Procedure 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004
    Author(s): Xiaoyi Wang; Scott Kangas; Divyachapan Padur; Lei Liu; James A. Swanson; Arthur J. Helmicki; Victor J. Hunt
    Publisher: American Society of Civil Engineers
    Abstract: Condition assessment is a term that is used to describe the process of characterizing the physical condition of constructed systems. This paper summarizes a condition assessment (CA) procedure based on a complete system ...
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