contributor author | Bo-Han Xu | |
contributor author | Kong-Bin Yu | |
contributor author | Shi-Yuan Jiao | |
contributor author | Yan-Hua Zhao | |
contributor author | Binsheng Zhang | |
date accessioned | 2023-11-27T23:48:36Z | |
date available | 2023-11-27T23:48:36Z | |
date issued | 5/29/2023 12:00:00 AM | |
date issued | 2023-05-29 | |
identifier other | JMCEE7.MTENG-15610.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4293861 | |
description abstract | Densified 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. | |
publisher | ASCE | |
title | Pull-Out Performance of Timber Joints with Glued-In Densified Wood Dowels | |
type | Journal Article | |
journal volume | 35 | |
journal issue | 8 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-15610 | |
journal fristpage | 04023244-1 | |
journal lastpage | 04023244-8 | |
page | 8 | |
tree | Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008 | |
contenttype | Fulltext | |