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contributor authorBo-Han Xu
contributor authorKong-Bin Yu
contributor authorShi-Yuan Jiao
contributor authorYan-Hua Zhao
contributor authorBinsheng Zhang
date accessioned2023-11-27T23:48:36Z
date available2023-11-27T23:48:36Z
date issued5/29/2023 12:00:00 AM
date issued2023-05-29
identifier otherJMCEE7.MTENG-15610.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293861
description abstractDensified wood (DW) dowel is worth considering as an alternative to steel rod for timber joints with glued-in rods, because it is more naturally harmonized with timber members, and has better resistance against corrosion and lower thermal conductivity. This paper compares the pull-out performance of timber joints with glued-in DW dowels to that of threaded steel rods, loaded parallel to the grain in two ambient environments with a temperature of 20°C and relative humidity (RH) of 65%, and with a temperature of 20°C and relative humidity of 85%. After being conditioned at a temperature of 20°C and relative humidity of 65%, the pull-out capacity of the glued-in DW dowels having an anchorage length of 10 times the dowel diameter was close to 75% of that of the glued-in threaded steel rods. The impact of service environment was found to be greater for the timber joints with glued-in threaded steel rods than the timber joints with glued-in DW dowels.
publisherASCE
titlePull-Out Performance of Timber Joints with Glued-In Densified Wood Dowels
typeJournal Article
journal volume35
journal issue8
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15610
journal fristpage04023244-1
journal lastpage04023244-8
page8
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008
contenttypeFulltext


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