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    Nonlocal Finite Element Analysis of Strain‐Softening Solids 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Zdeněk P. Bažant; Ta‐Peng Chang
    Publisher: American Society of Civil Engineers
    Abstract: A two‐dimensional finite element formulation for imbricate non‐local strain‐softening continuum is presented and numerically demonstrated. The only difference from the usual, local finite element codes is that certain ...
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    Instability of Nonlocal Continuum and Strain Averaging 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Zdeněk P. Bažant; Ta‐Peng Chang
    Publisher: American Society of Civil Engineers
    Abstract: Nonlocal continuum, in which the (macroscopic smoothed‐out) stress at a point is a function of a weighted average of (macroscopic smoothed‐out) strains in the vicinity of the point, are of interest for modeling of heterogeneous ...
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    Performance Evaluation of an Eco-Binder Made with Slag and CFBC Fly Ash 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
    Author(s): Nguyen Tien Dung; Ta-Peng Chang; Tzong-Ruey Yang
    Publisher: American Society of Civil Engineers
    Abstract: Performance of the engineering properties of paste manufactured with an eco-binder was evaluated. The eco-binder without cement, SCA, was made with slag (S) and fly ash (CA) that had been created by circulating fluidized ...
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    Hydration Process and Compressive Strength of Slag-CFBC Fly Ash Materials without Portland Cement 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    Author(s): Nguyen Tien Dung; Ta-Peng Chang; Chun-Tao Chen
    Publisher: American Society of Civil Engineers
    Abstract: This study mixed ground granulated blast-furnace slag (S) and circulating fluidized bed combustion (CFBC) fly ash (CA) without any portland cement or alkaline activator to produce an eco-binder, abbreviated as
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    Service Life Prediction for Concrete Structures by Time-Depth Dependent Chloride Diffusion Coefficient 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 011
    Author(s): Yung-Ming Sun; Ta-Peng Chang; Ming-Te Liang
    Publisher: American Society of Civil Engineers
    Abstract: This paper uses the time-depth dependent chloride diffusion coefficient obtained from the analytical solution of the nonlinear chloride diffusion equation at nonsteady state to propose a new life prediction model of concrete ...
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    Applying Gray Relational Analysis with Gray Numbers to Qualitative Identification of the Origin of Hydraulic Cement Clinker by Trace Elements 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 008
    Author(s): Yong-Huang Lin; Pin-Chan Lee; Ta-Peng Chang
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, increased attention has been given to the identification of the origin of hydraulic cement clinker with trace element contents. Establishing a standard pattern of the trace element for each origin can ...
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    Continuum Theory for Strain‐Softening 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 012
    Author(s): Zdeněk P. Bažant; Ted B. Belytschko; Ta‐Peng Chang
    Publisher: American Society of Civil Engineers
    Abstract: In heterogeneous materials such as concretes or rocks, failure occurs by progressive distributed damage during which the material exhibits strain‐softening, i.e., a gradual decline of stress at increasing strain. It is ...
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    Experimental Investigation of Bond-Slip Performance of Reinforcement in Two Green Concretes 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
    Author(s): Hoang-Anh Nguyen; Ta-Peng Chang; Ping-Hui Lee; Jeng-Ywan Shih
    Publisher: ASCE
    Abstract: Application of green cement to replace ordinary portland cement (OPC) for concrete structures has become an active research interest. Using pull-out tests, this study explored the bond behavior of embedded rebar confined ...
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    Improving the Mechanical and Durability Performance of No-Cement Self-Compacting Concrete by Fly Ash 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 009
    Author(s): Herry Suryadi Djayaprabha; Ta-Peng Chang; Jeng-Ywan Shih; Hoang-Anh Nguyen
    Publisher: ASCE
    Abstract: The eco-binder with optimized fractions of ternary solid waste materials of ground granulated blast furnace slag (GBFS/slag), class F fly ash (FFA), and circulating fluidized bed combustion (CFBC) fly ash was successfully ...
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