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    Damage of Colliding Concrete Cubes

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008
    Author:
    Dusan Krajcinovic
    ,
    Manuel A. G. Silva
    DOI: 10.1061/(ASCE)0733-9445(1984)110:8(1822)
    Publisher: American Society of Civil Engineers
    Abstract: Recent failures of breakwaters have been attributed to low impact strength of armor blocks. The simultaneous loss of individual weight and interlocking ability that follows failure of slender units rekindled the interest in cubic blocks. Data generated at the site of Sines, where storms in 1978/1979 caused severe damage to a breakwater, are utilized. The study reports results found in an ongoing program that examines aspects of materials behavior associated with repetitive impact loading of concrete cubes. A simplified version of the continuous damage theory is utilized to study coaxial collisions, leading to determination of parameters such as the speed that causes fracture in a single shock and the damage incurred for collisions at lower impact speeds. Estimates of fatigue‐like effects and accumulated damage on the strength of the cubes are also presented.
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      Damage of Colliding Concrete Cubes

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    contributor authorDusan Krajcinovic
    contributor authorManuel A. G. Silva
    date accessioned2017-05-08T22:15:20Z
    date available2017-05-08T22:15:20Z
    date copyrightAugust 1984
    date issued1984
    identifier other40005171.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75279
    description abstractRecent failures of breakwaters have been attributed to low impact strength of armor blocks. The simultaneous loss of individual weight and interlocking ability that follows failure of slender units rekindled the interest in cubic blocks. Data generated at the site of Sines, where storms in 1978/1979 caused severe damage to a breakwater, are utilized. The study reports results found in an ongoing program that examines aspects of materials behavior associated with repetitive impact loading of concrete cubes. A simplified version of the continuous damage theory is utilized to study coaxial collisions, leading to determination of parameters such as the speed that causes fracture in a single shock and the damage incurred for collisions at lower impact speeds. Estimates of fatigue‐like effects and accumulated damage on the strength of the cubes are also presented.
    publisherAmerican Society of Civil Engineers
    titleDamage of Colliding Concrete Cubes
    typeJournal Paper
    journal volume110
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:8(1822)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008
    contenttypeFulltext
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