Journal ArticleDOI
Behaviour of joints with bonded-in steel bars loaded parallel to the grain of timber elements
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In this article, the structural capacity of steel bars loaded parallel to the grain in standard straight elements of natural timber has been investigated and tensile pull-out tests were conducted to examine the effect of bar diameter, bonded length and bar type (deformed and threaded steel bars).About:
This article is published in Construction and Building Materials.The article was published on 2011-05-01. It has received 46 citations till now. The article focuses on the topics: Bar (music).read more
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Pull-out behaviour of axially loaded Basalt Fibre Reinforced Polymer (BFRP) rods bonded perpendicular to the grain of glulam elements
TL;DR: In this article, the behaviour of Basalt Fibre Reinforced Polymer (BFRP) loaded perpendicular to glulam timber elements was investigated and it was found that pull-out load increased approximately linearly with the bonded length up to maximum which occurred at a bonded length of 250mm (∼15 times the hole diameter) and did not increase beyond this bonded length.
Journal ArticleDOI
Analytical study and finite element modelling of timber connections with glued-in rods in bending
TL;DR: In this article, the behavior of glued-in ribbed steel bars in timber beam-to-beam connections has been analyzed experimentally and numerically and the experimental results exhibit two different failure modes due to the internal stiffness distribution between steel and timber in bending.
Journal ArticleDOI
Pull-out strength and bond behaviour of axially loaded rebar glued-in glulam
TL;DR: In this article, an experimental program for testing glued-in rebar timber joints was presented, and the test results showed that both the anchorage length and glue-line thickness had a significant influence on these two properties.
Journal ArticleDOI
A component method for moment-resistant glulam beam–column connections with glued-in steel rods
TL;DR: In this paper, an analytical method of the determination of the moment resistance, initial stiffness and the rotation capacity of glulam beam-column connections with glued-in rods is presented.
Journal ArticleDOI
Timber Joints with Multiple Glued-in Steel Rods
TL;DR: In this article, the performance of multiple glued-in steel rods in glue-laminated timber is evaluated under uniaxial quasi-static tension loading, and the results showed that for joints using multiple rods (two, three, and four rods with the spacing between rods varied) were manufactured and tested.
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Journal ArticleDOI
Pull-out strength of axially loaded steel rods bonded in glulam parallel to the grain
TL;DR: In this paper, the influence of the timber density on the pull-out strength of a single axially loaded steel rod was investigated and a power function of ρ with an exponent of 0.6 was defined.
Journal ArticleDOI
Glued-in rods for timber structures - a 3D model and finite element parameter studies
TL;DR: In this paper, a nonlinear 3D finite element model and a theoretical parameter study in relation to glued-in rods for timber structures are presented, where a strain-softening crack band model is used to characterise the behavior of the adhesive layer between the rod and the wood.
Journal ArticleDOI
Pull-out behaviour of steel rods bonded into timber
J.G. Broughton,Allan Hutchinson +1 more
TL;DR: In this article, a comprehensive experimental and numerical investigation into the fundamental material and joint geometry characteristics of rods bonded in to timber was carried out, along with test configuration and joint parameters that included rod embedment length, rod diameter, annular bondline thickness, multiple rods and rod spacing.