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contributor authorD. Otero Chans
contributor authorJ. Estévez Cimadevila
contributor authorE. Martín Gutiérrez
date accessioned2017-05-08T21:55:20Z
date available2017-05-08T21:55:20Z
date copyrightApril 2011
date issued2011
identifier other%28asce%29mt%2E1943-5533%2E0000223.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66540
description abstractThis paper describes the experimental analysis of joints made with threaded steel rods epoxy-glued into high-density hardwood. Seventy specimens of 10 different types were tested until failure with a pull-pull device. The objective of the study was to evaluate the influence of the geometric and mechanical parameters of the joint on axial strength. Experimental results question the application of the existing joint design formulas to the case of high-density hardwood. Hence, experimental study on glued joints should be extended to include a greater variety of timbers of different densities.
publisherAmerican Society of Civil Engineers
titleStrength of Joints with Epoxy-Glued Threaded Steel Rods in Tali Timber
typeJournal Paper
journal volume23
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000191
treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
contenttypeFulltext


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