Show simple item record

contributor authorJian Zhao
contributor authorZhibin Lin
contributor authorHabib Tabatabai
contributor authorKonstantin Sobolev
date accessioned2017-12-16T09:21:27Z
date available2017-12-16T09:21:27Z
date issued2017
identifier other%28ASCE%29BE.1943-5592.0001116.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241740
description abstractOverweight vehicles may cause permanent damage to bridge superstructures and thus require a permit to operate and route planning based on bridge capacity. This study explores the possible damage of such overweight vehicles to concrete bridge decks. Concrete cylinders in this study were subjected to compressive stresses, equivalent to 40 to 80 percent of the measured strength of concrete, followed by 300 freeze–thaw cycles to simulate field conditions. The effects of combined loading and the freeze–thaw cycles were evaluated using rapid chloride ion penetration tests of samples sliced from the cylinders. The test results indicated that the chloride ingress in deck concrete can be affected by heavy trucks.
publisherAmerican Society of Civil Engineers
titleImpact of Heavy Vehicles on the Durability of Concrete Bridge Decks
typeJournal Paper
journal volume22
journal issue10
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001116
treeJournal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record