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contributor authorWei He
contributor authorTianyang Ling
contributor authorEugene J. OBrien
contributor authorLu Deng
date accessioned2019-09-18T10:38:30Z
date available2019-09-18T10:38:30Z
date issued2019
identifier other%28ASCE%29BE.1943-5592.0001474.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259705
description abstractBridge weigh-in-motion (BWIM) systems provide an effective approach to identifying the axle and gross vehicle weights of vehicles as they travel over an instrumented bridge. For the majority of BWIM systems, the vehicle configuration (including axle count and axle spacing) and vehicle speed are prerequisites for identifying the axle and gross weights of vehicles. Existing nothing-on-road (NOR) BWIM systems acquire such data through dedicated sensors, namely, free-of-axle-detector (FAD) sensors, in addition to weighing sensors. These FAD sensors are usually installed on the underside of the bridge deck or girders. This study presents a novel method for identifying the axle spacing and weights of vehicles. It only requires the flexural strain signal recorded from the weighing sensors, leading to both a reduction in the installation cost and broader applications of BWIM systems. The effectiveness and accuracy of the proposed method are demonstrated through numerical simulations. Laboratory experiments based on a scaled vehicle–bridge interaction (VBI) model were also conducted for verification. The results show that the proposed method has good accuracy for axle spacing and axle weight identification.
publisherAmerican Society of Civil Engineers
titleVirtual Axle Method for Bridge Weigh-in-Motion Systems Requiring No Axle Detector
typeJournal Paper
journal volume24
journal issue9
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001474
page04019086
treeJournal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 009
contenttypeFulltext


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