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    Reinforced Concrete Frame Element with Bond Interfaces. II: State Determinations and Numerical Validation 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author(s): Suchart Limkatanyu; Enrico Spacone
    Publisher: American Society of Civil Engineers
    Abstract: This is the second of two papers discussing the theories and applications of three reinforced concrete (RC) frame elements with bond slip between the reinforcing bars and the concrete. This paper presents the element state ...
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    Closure to “Reinforced Concrete Frame Element with Bond Interfaces. II: State Determination and Numerical Validation” by Sucharat Limkatanyu and Enrico Spacone 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author(s): Sucharat Limkatanyu; Enrico Spacone
    Publisher: American Society of Civil Engineers
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    Reinforced Concrete Frame Element with Bond Interfaces. I: Displacement-Based, Force-Based, and Mixed Formulations 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author(s): Suchart Limkatanyu; Enrico Spacone
    Publisher: American Society of Civil Engineers
    Abstract: This is the first of two papers that presents the theory and applications of three different formulations of reinforced concrete frame elements with bond slip in the reinforcing bars. This paper presents the governing ...
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    Reinforced Concrete Fiber Beam Element with Bond-Slip 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Giorgio Monti; Enrico Spacone
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new reinforced concrete beam finite element that explicitly accounts for the slip between the reinforcing bars and the surrounding concrete. The element formulation combines the fiber-section model ...
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    Localization Issues in Force-Based Frame Elements 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): J Coleman; Enrico Spacone
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes the results of an investigation on objective modeling and prediction of deformation localization in nonlinear force-based frame elements. Emphasis is placed on the behavior of reinforced concrete ...
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    Analysis of Steel-Concrete Composite Frames with Bond-Slip 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): M. Reza Salari; Enrico Spacone
    Publisher: American Society of Civil Engineers
    Abstract: Recent developments in modeling the slip in steel-concrete composite beams have led to an accurate and numerically stable force-based frame element. The element assumes force fields rather than displacement fields along ...
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    Nonlinear Analysis of Steel-Concrete Composite Structures: State of the Art 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Enrico Spacone; Sherif El-Tawil
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the current state of the art of nonlinear analysis of steel-concrete composite structures. The focus is on frame elements, which are computationally faster than continuum finite element models. First, ...
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    Role of Bond in RC Beams Strengthened with Steel and FRP Plates 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Alessandra Aprile; Enrico Spacone; Suchart Limkatanyu
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the problem of predicting the stiffness, load capacity, and failure modes of RC members strengthened in bending with bonded steel or carbon-fiber–reinforced plastic thin plates. A critical issue of ...
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    Finite Element for Anchored Bars under Cyclic Load Reversals 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Giorgio Monti; Filip C. Filippou; Enrico Spacone
    Publisher: American Society of Civil Engineers
    Abstract: The hysteretic behavior of reinforced concrete elements depends in large measure on the interaction between reinforcing steel and concrete through bond. This paper presents a new finite element for reinforcing bars anchored ...
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    Cyclic Analyses of Reinforced Concrete Masonry Panels Using a Force-Based Frame Element 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Matteo Peruch; Enrico Spacone; P. Benson Shing
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the calibration of a frame element that can be used to model the flexural as well as the shear behavior of reinforced masonry panels subjected to monotonic and cyclic loads. The element can be used in ...
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