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    Mode I Fracture Behavior in Concrete: Nonlocal Damage Modeling 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 007
    Author(s): Liberato Ferrara; Marco di Prisco
    Publisher: American Society of Civil Engineers
    Abstract: A nonlocal damage model is used to reproduce typical uniaxial tension tests with reference to a normal strength concrete. A strip and a notched plate subjected to uniaxial tension are first investigated in order to have ...
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    Comprehensive Model for Study of Shear in Thin-Webbed RC and PC Beams 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author(s): Marco di Prisco; Pietro G. Gambarova
    Publisher: American Society of Civil Engineers
    Abstract: A model developed for the study of the individual contributions to shear capacity in reinforced concrete (RC) and prestressed concrete (PC) thin-webbed beams is improved here by introducing dowel action, nonuniform ...
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    Discussion and Closure: Role of Expansion on Mechanical Behavior of Concrete 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): Marco di Prisco; Jacky Mazars; S. J. Pantazopoulou
    Publisher: American Society of Civil Engineers
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    Stress Field in Web of RC Thin‐Webbed Beams Failing in Shear 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author(s): Sandro Dei Poli; Marco Di Prisco; Pietro G. Gambarova
    Publisher: American Society of Civil Engineers
    Abstract: The resistant mechanisms of reinforced and prestressed thin‐webbed beams failing in shear are effective on the condition that the web reinforcement and thickness are suitably designed. With regard to this, a rational model ...
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    Seismic Assessment of a 14th-Century Stone Arch Bridge: Role of Soil–Structure Interaction 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 007
    Author(s): Giulio Zani; Paolo Martinelli; Andrea Galli; Carmelo Gentile; Marco di Prisco
    Publisher: American Society of Civil Engineers
    Abstract: The study investigates the seismic response of the Azzone Visconti Bridge, which is a fourteenth century stone arch bridge crossing the Adda River in northern Italy. Based on previous extensive three-dimensional (3D) ...
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    Material Characterization Approach for Modeling High-Strength Concrete after Cooling from Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 005:;page 04021086-1
    Author(s): Assis Arano; Matteo Colombo; Paolo Martinelli; Jan Arve Øverli; Max A. N. Hendriks; Terje Kanstad; Marco di Prisco
    Publisher: ASCE
    Abstract: Advanced numerical modeling of high-strength concrete (fc>60  MPa) structures designed to withstand severe thermal conditions requires detailed and reliable information on the mechanical properties of the material exposed ...
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