Show simple item record

contributor authorMasayuki Tai
contributor authorYoshitomo Nagamine
contributor authorTetsuhiro Shimozato
contributor authorYoshiaki Tamaki
date accessioned2022-01-30T22:46:49Z
date available2022-01-30T22:46:49Z
date issued3/1/2021
identifier other(ASCE)ST.1943-541X.0002933.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269587
description abstractThis study investigated the residual clamping force for corroded tension-control bolts and the effect of each part on force reduction. A finite-element analysis revealed that bolt head section loss, and in particular bolt head diameter reduction, does not reduce the clamping force as much as a decrease in nut width. The root sum square value of the reductions, which is converted into nut width reduction, is proposed as an indicator for estimating the residual clamping force for corroded tension-control bolts. To verify the validity of the proposed method, the residual clamping force of corroded bolts cut from actual steel bridges was measured. The experimental results showed that the accuracy of the proposed method was ±15%.
publisherASCE
titleResidual Clamping Force for Corroded Tension-Control Bolts
typeJournal Paper
journal volume147
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002933
journal fristpage04020343
journal lastpage04020343-11
page11
treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record