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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><dc:title>Glued-in rods in cross laminated timber - numerical simulations and parametric studies</dc:title><dc:creator>Azinović,	Boris	(Avtor)
	</dc:creator><dc:creator>Danielsson,	Henrik	(Avtor)
	</dc:creator><dc:creator>Serrano,	Erik	(Avtor)
	</dc:creator><dc:creator>Kramar,	Miha	(Avtor)
	</dc:creator><dc:subject>glued-in rods</dc:subject><dc:subject>cross laminated timber (CLT)</dc:subject><dc:subject/><dc:subject>parametric study</dc:subject><dc:subject>nonlinear numerical modelling</dc:subject><dc:subject>glued-in length</dc:subject><dc:subject>rod diameter</dc:subject><dc:subject>rod orientation</dc:subject><dc:description>Numerical simulations and parametric studies of glued-in rods in cross-laminated timber have been performed. The simulations were based on 3D finite element analysis, using a cohesive surface model for the bond-lines between the laminations and the bond-line along the rod. The parametric studies investigated the influence of the glued-in length, the rod diameter, and the rod-to-grain angle on the load-bearing capacity and stiffness of the connection. The analyses showed that the load-bearing capacity generally increases with the glued-in length and the rod diameter, which agrees well with experiments. For different rod-to-grain angles, different mechanical behaviour was observed, especially considering the failure modes.</dc:description><dc:publisher>Scientific &amp; Technical Press</dc:publisher><dc:date>2019</dc:date><dc:date>2023-09-13 08:34:57</dc:date><dc:type>Neznano</dc:type><dc:identifier>16944</dc:identifier><dc:identifier>UDK: 624</dc:identifier><dc:identifier>ISSN pri članku: 0950-0618</dc:identifier><dc:identifier>DOI: 10.1016/j.conbuildmat.2019.03.331</dc:identifier><dc:identifier>COBISS_ID: 2446183</dc:identifier><dc:language>sl</dc:language><dc:rights>© 2019 The Authors. Published by Elsevier Ltd. </dc:rights></metadata>
