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dc.contributor.authorRobert J. Dexter
dc.contributor.authorCarl B. Osberg
dc.contributor.authorMark J. Mutziger
dc.date.accessioned2017-05-08T21:24:57Z
dc.date.available2017-05-08T21:24:57Z
dc.date.copyrightDecember 2001
dc.date.issued2001
dc.identifier.other%28asce%291084-0702%282001%296%3A6%28529%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50585
dc.description.abstractData regarding service performance and durability of modular bridge expansion joint systems were gathered through a comprehensive literature review, survey of transportation agencies, and field observations. Typical service life and desired service life targets are discussed. Maximum movement and rotation demands are given with respect to three axes. Performance and durability problems include problems that can be traced to poor design and/or installation, wear and tear of elastomeric parts, and fastener loosening and fatigue cracking of the metal parts. Fatigue cracking has been addressed in previous research. Guidance on design, detailing, specifications, installation, and maintenance is discussed, which should reduce the problems in the first group. Problems with the elastomeric parts and fasteners are best addressed through performance tests on the modular bridge joint systems as a system. Two system performance tests, an opening movement/vibration test, and a seal push-out test are suggested for the prequalification of specific modular bridge expansion joint systems.
dc.publisherAmerican Society of Civil Engineers
dc.titleDesign, Specification, Installation, and Maintenance of Modular Bridge Expansion Joint Systems
dc.typeJournal Paper
dc.journal.volume6
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2001)6:6(529)
dc.treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
dc.contenttypeFulltext


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