Non-linear numerical analysis of plywood board timber connections by DOE-FEM and full-scale experimental validation

2013 ◽  
Vol 49 ◽  
pp. 76-90 ◽  
Author(s):  
J.J. del Coz Díaz ◽  
P.J. García Nieto ◽  
A. Lozano Martínez-Luengas ◽  
F.J. Suarez Domínguez ◽  
J. Domínguez Hernández
Keyword(s):  
Numerical Analysis ◽  
Experimental Validation ◽  
Full Scale ◽  
Non Linear ◽  
Timber Connections

Instrumented Full Scale Test and Numerical Analysis to Investigate Performance of Bamboo Pile-Mattress System as Soil Reinforcement for Coastal Embankment on Soft Clay

2014 ◽  
Vol 501-504 ◽  
pp. 2132-2137
Keyword(s):  
Numerical Analysis ◽  
Geotechnical Engineering ◽  
Soft Clay ◽  
Full Scale ◽  
Soil Reinforcement ◽  
Disaster Mitigation ◽  
Full Scale Test ◽  
Scale Test

Removed due to plagiarism. The original was published by: Liu, Deng and Chu (eds) © 2008 Science Press Beijing and Springer-Verlag GmbH Berlin Heidelberg Geotechnical Engineering for Disaster Mitigation and Rehabilitation http://www.ftsl.itb.ac.id/kk/geotechnical_engineering/wp-content/uploads/2008/06/irsyam-165.pdf

scholarly journals STUDY OF THE FIRE PERFORMANCE OF HYBRID STEEL-TIMBER CONNECTIONS WITH FULL-SCALE TESTS AND FINITE ELEMENT MODELLING

2016 ◽  
Author(s):  
Aaron O. Akotuah ◽  
Sabah G. Ali ◽  
Jeffrey Erochko ◽  
Xia Zhang ◽  
George V. Hadjisophocleous
Keyword(s):  
Finite Element ◽  
Load Ratio ◽  
Full Scale ◽  
Test Results ◽  
Structural Members ◽  
Fire Performance ◽  
Shear Connection ◽  
Timber Connections ◽  
Full Scale Tests ◽  
Connection Design

Connection design is critical in timber buildings since the connections tend to have lower strength than the structural members themselves and they tend to fail in a brittle manner. The effect of connection geometry on the fire performance of a hybrid steel-timber shear connection is investigated by full-scale testing. These tests were conducted by exposing the test specimens to the standard time-temperature curve defined by CAN/ULC-S101 (CAN/ULC-S101, 2007). Test results showed that the fire resistance of these connections depends on the load ratio, the type of connection and the relative exposure of the steel plate to fire. Finite element models of the connections under fire were constructed using ABAQUS/CAE and these were validated using the test results. These numerical model results correlate well with test results with ±8.32% variation.

scholarly journals Numerical analysis of dynamic non-linear behavior of orthotropic multilayer shells with reinforcements in spirals

2018 ◽  
pp. 307-314 ◽  
Author(s):  
Emmanuel E.T. Olodo ◽  
Olivier A. Passoli ◽  
Villevo Adanhounme ◽  
Svetlana L. Shambina
Keyword(s):  
Numerical Analysis ◽  
Linear Behavior ◽  
Non Linear
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