Experimental and Numerical Analysis of Steel Joints in Round Wood
The paper analyses a drawn steel joint in round logs for which several types of reinforcements have been proposed. The load-carrying capacity of the reinforcements have been tested in laboratories. At the same time, numerical modelling has been performed - it has focused, in particular, on rigidity...
Main Authors: | Mikolášek David, Lokaj Antonín, Brožovský Jiří, Sucharda Oldřich |
---|---|
Format: | Article |
Language: | English |
Published: |
VŠB-Technical University of Ostrava, Faculty of Civil Engineering
2014-12-01
|
Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/tvsb.2014.14.issue-2/tvsb-2014-0027/tvsb-2014-0027.xml?format=INT |
Similar Items
-
Rotational Stiffness and Carrying Capacity of Timber Frame Corners with Dowel Type Connections
by: Marek Johanides, et al.
Published: (2021-12-01) -
Experimental and Numerical Study on Shear Behavior of Stiffened Thin Steel Plate Shear Walls by New Welding Process
by: Han Xu, et al.
Published: (2022-04-01) -
The Performance of Cold-Formed Steel Members with Stiffened Perforations
by: Nasam Khater, et al.
Published: (2022-12-01) -
Effects of Loaded End Distance and Moisture Content on the Behavior of Bolted Connections in Squared and Round Timber Subjected to Tension Parallel to the Grain
by: Antonin Lokaj, et al.
Published: (2020-12-01) -
Strategy of numerical modelling for band saw blade on wood logs cutting
by: Daniel Villas Bôas, et al.
Published: (2023-12-01)