Compressive strength and stiffness of Radiata Pine laminated veneer lumber

2013 ◽  
Vol 71 (6) ◽  
pp. 795-804 ◽  
Author(s):  
Wouter A. van Beerschoten ◽  
David M. Carradine ◽  
Alessandro Palermo
Keyword(s):  
Compressive Strength ◽  
Radiata Pine ◽  
Laminated Veneer Lumber ◽  
Strength And Stiffness

Size Effect on Mechanical Properties of LVL

2014 ◽  
Vol 887-888 ◽  
pp. 824-829
Author(s):  
Qing Fang Lv ◽  
Ji Hong Qin ◽  
Ran Zhu
Keyword(s):  
Mechanical Properties ◽  
Tensile Strength ◽  
Compressive Strength ◽  
Size Effect ◽  
Tensile Test ◽  
Compression Test ◽  
Test Results ◽  
Laminated Veneer Lumber ◽  
Object Of Study ◽  
The Relationship

Laminated veneer lumber is taken as an object of study, and use LVL specimens of different sizes for compression test and tensile test. The goal of the experiment is to investigate the size effect on compressive strength and tensile strength as well as the influence of the secondary glued laminated face, which appears in the secondary molding processes. The results show that both compressive strength and tensile strength have the size effect apparently and the existence of the secondary glued laminated face lower the compressive strength of LVL specimens. Afterwards, the relationship between compressive strength and volume along with tensile strength and area are obtained by the test results.

Flexural, in-plane shear and nail shear properties of falcataria-rubberwood laminated veneer board for flooring

Holzforschung ◽  
2008 ◽  
Vol 62 (6) ◽  
Author(s):  
Kweonhwan Hwang ◽  
EeDing Wong ◽  
Kohei Komatsu
Keyword(s):  
Radiata Pine ◽  
Strength Properties ◽  
Larix Leptolepis ◽  
Structural Components ◽  
Shear Tests ◽  
Plane Shear ◽  
Paraserianthes Falcataria ◽  
Shear Properties ◽  
Laminated Veneer Lumber ◽  
Good Potential

Abstract A research project has been conducted to develop structural laminated veneer lumber products from tropical wood, and to evaluate their feasibility for the structural components of wooden houses. As part of this project, we investigated the flexural, in-plane shear, and nail shear properties of laminated veneer board (LVB) manufactured from a combination of falcataria (Paraserianthes falcataria) and rubberwood (Hevea brasiliensis) for flooring applications. In addition, 11-ply larch (Larix leptolepis) and 7-ply radiata pine (Pinus radiata) plywood were investigated as controls. Larch plywood, bonded with phenol-based adhesive, showed the best strength properties in bending and shear tests, whereas the 12-ply (28 mm thick) resorcinol-based resin-bonded LVB had the highest ductility in nail shear. The LVB also had better bending and shear properties than radiata pine plywood. In conclusion, falcataria-rubberwood LVB demonstrated good potential to substitute larch plywood and radiata pine plywood in flooring applications.

Numerical Analysis and Mechanical Properties of Nomex™ Honeycomb Core

2017 ◽  
Author(s):  
Yue Liu ◽  
Weicheng Gao ◽  
Wei Liu ◽  
Zhou Hua
Keyword(s):  
Compressive Strength ◽  
Cell Walls ◽  
Mechanical Response ◽  
Compressive Loading ◽  
Fe Model ◽  
Honeycomb Core ◽  
Practical Applications ◽  
Honeycomb Sandwich ◽  
Nomex Honeycomb ◽  
Strength And Stiffness

This paper presents an investigation on the mechanical response of the Nomex honeycomb core subjected to flatwise compressive loading. Thin plate elastic in-plane compressive buckling theory is used to analyze the Nomex honeycomb core cell wall. A mesoscopic finite element (FE) model of honeycomb sandwich structure with the Nomex honeycomb cell walls is established by employing ABAQUS/Explicit shell elements. The compressive strength and compressive stiffness of Nomex honeycomb core with different heights and thickness of cell walls, i.e. double cell walls and single cell walls, are analyzed numerically using the FE model. Flatwise compressive tests are also carried out on bare honeycomb cores to validate the numerical method. The results suggest that the compressive strength and compression stiffness are related to the geometric dimensions of the honeycomb core. The Nomex honeycomb core with a height of 6 mm has a higher strength than that of 8 mm. In addition, the honeycomb core with lower height possesses stronger anti-instability ability, including the compressive strength and stiffness. The proposed mesoscopic model can effectively simulate the crushing process of Nomex honeycomb core and accurately predict the strength and stiffness of honeycomb sandwich panels. Our work is instructive to the practical applications in engineering.

The effect of end distance on the moment resistance of timber rivet connections

2003 ◽  
Vol 30 (5) ◽  
pp. 945-948 ◽  
Author(s):  
J A Hampson ◽  
H G.L Prion ◽  
F Lam
Keyword(s):  
Failure Mode ◽  
Slight Reduction ◽  
Moment Connections ◽  
Moment Capacity ◽  
Laminated Veneer Lumber ◽  
Moment Connection ◽  
Glued Laminated Timber ◽  
End Distance ◽  
Strength And Stiffness ◽  
The Moment

The results of an experimental study on moment connections with timber rivets are reported. The end distance for a four-rivet moment connection is varied in an attempt to determine the effect on the moment capacity and the failure mode. Varying the end distance did not seem to induce the occurrence of a brittle failure mode, but a slight reduction in the strength and stiffness of joint was observed. This was confirmed for specimens made with glued-laminated timber (glulam), laminated-veneer lumber (LVL), and parallel-strand lumber (PSL).Key words: wood, timber, moment, connection, brittle, end distance, glulam and rivet.

scholarly journals Effects of Crumb Rubber on Compressive Strength of Cement-Treated Soil

2015 ◽  
Vol 61 (4) ◽  
pp. 59-78 ◽  
Author(s):  
F. C. Wang ◽  
W. Song
Keyword(s):  
Compressive Strength ◽  
Cement Content ◽  
Rubber Particle ◽  
Crumb Rubber ◽  
Test Results ◽  
Rubber Content ◽  
Strength Tests ◽  
Strength And Stiffness ◽  
Cement Soil ◽  
Curing Age

A study was undertaken to investigate the effects of crumb rubber on the strength and mechanical behaviour of Rubberized cement soil (RCS). In the present investigation, 26 groups of soil samples were prepared at five different percentages of crumb rubber content, four different percentages of cement content and two different finenesses of crumb rubber particle. Compressive strength tests were carried out at the curing age of 7 days, 14 days, 28 days and 90 days. The test results indicated that the inclusion of crumb rubber within cement soil leads to a decrease in the compressive strength and stiffness and improves the cement soil’s brittle behaviour to a more ductile one. A reduction of up to 31% in the compressive strength happened in the 20% crumb content group. The compressive strength increases with the increase in the cement content. And the enlargement of cement content is more efficient at low cement content.

Influence of blocks and grout on compressive strength and stiffness of concrete masonry prisms

2018 ◽  
Vol 182 ◽  
pp. 233-241 ◽  
Author(s):  
Roseli Oliveira Guedes Martins ◽  
Gustavo Henrique Nalon ◽  
Rita de Cássia Silva Sant'Ana Alvarenga ◽  
Leonardo Gonçalves Pedroti ◽  
José Carlos Lopes Ribeiro
Keyword(s):  
Compressive Strength ◽  
Concrete Masonry ◽  
Strength And Stiffness
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