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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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    Effects of Alumina Nanofibers and Cellulose Nanocrystals on Durability and Self-Healing Capacity of Ultrahigh-Performance Fiber-Reinforced Concretes 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008:;page 04022154
    Author(s): Estefanía Cuenca; María Criado; Mercedes Giménez; María Cruz Alonso; Liberato Ferrara
    Publisher: ASCE
    Abstract: Ultrahigh-performance fiber-reinforced concrete (UHPFRC) features outstanding durability properties in uncracked state, although its composition based on very low water/cement ratios may result in a higher risk of early-age ...
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    Correlation among Fresh State Behavior, Fiber Dispersion, and Toughness Properties of SFRCs 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 007
    Author(s): Liberato Ferrara; Yon-Dong Park; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Effective structural use of steel fiber-reinforced concrete (SFRC) relies on the assumption of uniform dispersion of fibers within the elements. Fiber dispersion related issues hence stand as a cutting edge research and ...
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    Crystalline Admixture as Healing Promoter in Concrete Exposed to Chloride-Rich Environments: Experimental Study 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003:;page 04020491-1
    Author(s): Estefanía Cuenca; Stefano Rigamonti; Enricomaria Gastaldo Brac; Liberato Ferrara
    Publisher: ASCE
    Abstract: The requirements on service life of reinforced concrete structures, as prescribed by design codes, may be difficult to be fulfilled in highly aggressive environments such as marine ones, in which premature degradation is ...
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