scholarly journals Shear and Longitudinal Modulus of Elasticity in Structural Profiled Round Timber Beams

2013 ◽  
Vol 3 (4) ◽  
pp. 87-91 ◽  
Author(s):  
Christoforo André L. ◽  
Icimoto Felipe H. ◽  
Fernandes Caio Victor ◽  
Fiorelli Juliano ◽  
Negrão João ◽  
...  
2013 ◽  
Vol 15 (1) ◽  
pp. 63-68 ◽  
Author(s):  
André Luiz Zangiácomo ◽  
André Luis Christoforo ◽  
Francisco Antonio Rocco Lahr

2012 ◽  
Vol 2 (4) ◽  
pp. 157-160 ◽  
Author(s):  
André Luis Christoforo ◽  
Francisco Antonio Rocco Lahr ◽  
Elen Aparecida Martines Morales ◽  
André Luiz Zangiácomo ◽  
Túlio Hallak Panzera

2014 ◽  
Vol 4 (1) ◽  
pp. 37-40 ◽  
Author(s):  
André Luiz Zangiácomo ◽  
André Luis Christoforo ◽  
Decio Gonçalves ◽  
Francisco Antonio Rocco Lahr

2012 ◽  
Vol 14 (1) ◽  
pp. 137-145
Author(s):  
André Luis Christoforo ◽  
Fábio de Paiva Cota ◽  
Túlio Hallak Panzera ◽  
Claudenir Facincani Franco ◽  
Vitor Correa de Mattos Barreto

2012 ◽  
Vol 2 (4) ◽  
pp. 166-170 ◽  
Author(s):  
André Luis Christoforo ◽  
Francisco Antonio Rocco Lahr ◽  
Elen Aparecida Martines Morales ◽  
Túlio Hallak Panzera ◽  
Paulo Henrique Ribeiro Borges

2015 ◽  
Vol 5 (4) ◽  
pp. 77-81
Author(s):  
André Luis Christoforo ◽  
Tulio Hallak Panzera ◽  
Lincoln Cardoso Brandão ◽  
Victor Almeida de Araújo ◽  
Diogo Aparecido Lopes Silva ◽  
...  

Akustika ◽  
2020 ◽  
pp. 45-50
Author(s):  
Alena Rohanová

This paper explores the analysis of sound speeds in the longitudinal direction and their reduction to the reference moisture content w = 12 %. The sound speed cw was determined with Sylvatest Duo device. Moisture content of beech sawmill assortments (round timber: N = 16, logs: N = 2 × 16, structural boards: N = 54) in the range of 12 – 72 % was measured. For the analysis purposes, the sound speed was converted to reference conditions (c12, uref = 12%). A second-degree polynomial (parabola) with a regression equation of the form: c// = 5649 - 27,371 × w + 0.0735 × w2 was used to convert cw to c12, and correction of measured and calculated values was used as well. The sound speeds c12 in sawmill assortments (c12,round, c12,log, c12,board) were evaluated by linear dependences. Dependence was not confirmed for c12,round and c12,board1 (r = 0.168), in contrast for c12,round and c12,log2 the dependence is statistically very significant (r = 0.634). The results of testing showed that the most suitable procedure for predicting quality of structural timber is the first step round timber – log2, the second step: log2 - board2. More exact results of the construction boards were obtained from log2 than from log1. The sound speed is used in the calculation of dynamic modulus of elasticity (Edyn). EN 408 mentions the possibility of using dynamic modulus of elasticity as an alternative method in predicting the quality of structural timber.


Holzforschung ◽  
2010 ◽  
Vol 64 (4) ◽  
Author(s):  
J. Paul McLean ◽  
Robert Evans ◽  
John R. Moore

Abstract Sitka spruce (Picea sitchensis) is the most widely planted commercial tree species in the United Kingdom and Ireland. Because of the increasing use of this species for construction, the ability to predict wood stiffness is becoming more important. In this paper, a number of models are developed using data on cellulose abundance and orientation obtained from the SilviScan-3 system to predict the longitudinal modulus of elasticity (MOE) of small defect-free specimens. Longitudinal MOE was obtained from both bending tests and a sonic resonance technique. Overall, stronger relationships were found between the various measures of cellulose abundance and orientation and the dynamic MOE obtained from the sonic resonance measurements, rather than with the static MOE obtained from bending tests. There was only a moderate relationship between wood bulk density and dynamic MOE (R2=0.423), but this relationship was improved when density was divided by microfibril angle (R2=0.760). The best model for predicting both static and dynamic MOE involved the product of bulk density and the coefficient of variation in the azimuthal intensity profile (R2=0.725 and 0.862, respectively). The model parameters obtained for Sitka spruce differed from those obtained in earlier studies on Pinus radiata and Eucalyptus delegatensis, indicating that the model might require recalibration before it can be applied to different species.


2014 ◽  
Vol 1025-1026 ◽  
pp. 192-195
Author(s):  
Eduardo Chahud ◽  
Luiz Antônio Melgaço Nunes Branco ◽  
André Luis Christoforo ◽  
Francisco Antonio Rocco Lahr ◽  
Rosane Aparecida Gomes Battistelle ◽  
...  

1024x768 This research aimed to investigate possible differences in values of longitudinal modulus of elasticity for wood species usually employed for structural purposes, as Castanheira (Bertholletia excelsa), Cambará (Erisma uncinatum), Cumaru (Dipteryx odorata), Jatobá (Hymenaea stilbocarpa), Garapa (Apuleia leiocarpa) and Peroba Rosa (Aspidosperma polyneuron), obtained from compression and tension parallel to grain, and static bending tests. Recommendations of the Brazilian standard ABNT NBR 7190:1997, Annex B, were followed. Statistical analysis results for the cited properties, had equivalent averages for the six wood species analyzed. This confirms that any of the three tests can be used to obtain the longitudinal elastic modulus and which could avoid the necessity of evaluating stiffness values for wood by more than one kind of mechanical test. Normal 0 21 false false false PT-BR X-NONE X-NONE /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabela normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-priority:99; mso-style-qformat:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:11.0pt; font-family:"Calibri","sans-serif"; mso-ascii-font-family:Calibri; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:"Times New Roman"; mso-fareast-theme-font:minor-fareast; mso-hansi-font-family:Calibri; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;}


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