000 02292nab a2200325 i 4500
003 BR-BrBNA
005 20260512144047.0
008 260512b2020 bl.qr|pooa||| 00| 0 eng |
040 _aBR-BrBNA
_beng
072 _aK50
_b3240
072 _aF50
100 _aCosta, Luciano Junqueira
100 _aLopes, Camila Batista da Silva
100 _aReis, Matheus Fernandes de Carvalho
100 _aPaula, Marcos Oliveira de
100 _aFigueiró, Clarissa Gusmão
100 _aFialho, Lucas de Freitas
100 _aSoares, Jéssica Dornelas
245 _aEffect of Sample Dimensions on Static Bending Test
500 _aPublicação on-line; 19 ref.; 1 table; 3 illus.; Summary (En)
520 _a Abstract This study aimed to evaluate the static bending strength (fM) and modulus of elasticity (MOE) to static bending values of Eucalyptus grandis samples produced in different dimensions. It intended to identify samples that present similar mechanical properties to those recommended by other technical standards and those obtained according to NBR 7190. The samples were made in agreement with the dimensions of the following standards: IPT, AFNOR B51-016, ASTM D143, CEN-EN 408, COPANT 555, and NBR 7190. The strength was significantly reduced with the increase of the sample dimensions. The MOE was significantly influenced by the samples size with the values showing a parabolic trend. The samples produced according to COPANT 555 (5 x 5 x 75 cm) presented resistance values similar to the values obtained following NBR 7190 specifications, whereas for the MOE, the samples proposed according to the IPT presented the closest values of Brazilian technical standards (NBR 7190). Keywords: mechanical testing, modulus of elasticity, mechanical strength, Eucalyptus grandis.
650 _aPROPRIEDADE MECÂNICA
650 _aELASTICIDADE
650 _aRESISTÊNCIA
650 _aEUCALYPTUS GRANDIS
773 0 _02929
_9347956
_dRio de Janeiro-RJ Instituto de Florestas - UFRRJ 1994
_o2025-0455
_tFloresta e Ambiente (Brazil)
_x1415-0980 / ISSN 2179-8087 0nline
_gv. 27(1) p. 1-4; (2020)
_wBR2026001223
856 _uhttps://www.scielo.br/j/floram/a/wcXqWvDhRXfg5jyy3PvpgvN/?format=pdf&lang=en
942 _cANA
999 _c341775
_d341775