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contributor authorZhi-Gang Xiao
contributor authorKentaro Yamada
contributor authorJirou Inoue
contributor authorKouta Yamaguchi
date accessioned2017-05-08T21:25:31Z
date available2017-05-08T21:25:31Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%291084-0702%282006%2911%3A5%28526%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50948
description abstractThe longitudinal ribs of an orthotropic box-girder bridge were instrumented to measure axle weights of trucks. The bending stress in the longitudinal rib is composed of a girder component, i.e., the flexural stress due to the rib’s function as part of the box-girder’s upper flange in carrying vehicles, and a rib component, i.e., the part of stress produced in the rib when it is viewed as a continuous beam supporting wheel loads. The instrumentation locations were set close to the middle support of the two-span continuous bridge to reduce girder component and impact effect. All possible wheel-supporting ribs inside the box girder were instrumented to cover most transverse locations of truck wheels. Deviating passes as well as central passes were carried out for each traffic lane in calibration tests to catch maximum stress response. The results of the calibration tests were used to solve the influence lines of the girder component and rib component at each strain gauge. With these influence lines, the rib component was separated from girder one in the stress waves of the
publisherAmerican Society of Civil Engineers
titleMeasurement of Truck Axle Weights by Instrumenting Longitudinal Ribs of Orthotropic Bridge
typeJournal Paper
journal volume11
journal issue5
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2006)11:5(526)
treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
contenttypeFulltext


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