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    Structural Design Actions to Mitigate Bridge Deck Cracking

    Source: Practice Periodical on Structural Design and Construction:;1997:;Volume ( 002 ):;issue: 003
    Author:
    George E. Ramey
    ,
    Angela R. Wolff
    ,
    Randall L. Wright
    DOI: 10.1061/(ASCE)1084-0680(1997)2:3(118)
    Publisher: American Society of Civil Engineers
    Abstract: A design consideration that probably receives too little attention in bridge design and in concrete mixture design as well, is durability. One of the primary factors affecting concrete bridge durability is cracking. This cracking results primarily from thermal and drying shrinkage and from static and dynamic truck loadings. Structural designers have greater control of the ultimate cracking and durability performance of bridges than any other group. Specific actions are recommended in this article for the consideration of structural designers to mitigate concrete cracking and thus to enhance bridge durability. Most of the actions pertain to the deck, which is the bridge component that typically exhibits the greatest deterioration rate. An example illustrates dramatic improvements in bridge deck performance in the transverse direction for only a 2.54 cm (1 in.) increase in thickness. In the longitudinal direction, a 2.54 cm (1 in.) deck thickness increase also results in significant beneficial effects.
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      Structural Design Actions to Mitigate Bridge Deck Cracking

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    contributor authorGeorge E. Ramey
    contributor authorAngela R. Wolff
    contributor authorRandall L. Wright
    date accessioned2017-05-08T21:22:24Z
    date available2017-05-08T21:22:24Z
    date copyrightAugust 1997
    date issued1997
    identifier other%28asce%291084-0680%281997%292%3A3%28118%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48895
    description abstractA design consideration that probably receives too little attention in bridge design and in concrete mixture design as well, is durability. One of the primary factors affecting concrete bridge durability is cracking. This cracking results primarily from thermal and drying shrinkage and from static and dynamic truck loadings. Structural designers have greater control of the ultimate cracking and durability performance of bridges than any other group. Specific actions are recommended in this article for the consideration of structural designers to mitigate concrete cracking and thus to enhance bridge durability. Most of the actions pertain to the deck, which is the bridge component that typically exhibits the greatest deterioration rate. An example illustrates dramatic improvements in bridge deck performance in the transverse direction for only a 2.54 cm (1 in.) increase in thickness. In the longitudinal direction, a 2.54 cm (1 in.) deck thickness increase also results in significant beneficial effects.
    publisherAmerican Society of Civil Engineers
    titleStructural Design Actions to Mitigate Bridge Deck Cracking
    typeJournal Paper
    journal volume2
    journal issue3
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(1997)2:3(118)
    treePractice Periodical on Structural Design and Construction:;1997:;Volume ( 002 ):;issue: 003
    contenttypeFulltext
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