Počet záznamov: 1
Fundamentals of calculation of elements from solid and glued timber with repeated oblique transverse bending, taking into account the criterion of deformation
SYS 0117657 LBL 00000naa^^22^^^^^^^^450 005 20230109135126.6 017 70
$a 10.17423/afx.2022.64.2.04 $2 DOI 100 $a 20230109a m y0sloy0103 ba 101 0-
$a eng 102 $a SK 200 1-
$a Fundamentals of calculation of elements from solid and glued timber with repeated oblique transverse bending, taking into account the criterion of deformation $f Svyatoslav Gomon ... [et al.] 215 $c Obr. 320 $a Lit. 330 $a The actual use of solid or glued timber elements that are in direct or oblique transverse bending under single or repeated loads is not considered in the current standards. In particular, the formation of folds in the compressed zone of pure bending and obtained a significant margin of safety. Therefore, the concept of "calculated cross-section" is proposed in the article. It describes the distribution of deformations in the height of the cross-section and, also, the layer-by-layer connection between deformations and stresses in a section of bending timber elements by considering the formation of folds in the compressed zone under one-time short-term or repeated loads. Therefore, the method for calculating wooden beams from solid and glued timber using a deformation model was developed. The formation of folds in the compressed zone is predicted by the method of the pure bending zone by analyzing the distribution of stresses on height in the compressed and stretched zones of the calculated cross-section. 463 -1
$1 001 sldk_un_cat*0117610 $1 011 $a 1336-3824 $1 200 1 $a Acta Facultatis Xylologiae Zvolen $e vedecký časopis Drevárskej fakulty $v Vol. 64, no. 2 (2022), s. 37-47 $1 210 $a Zvolen $c Technická univerzita vo Zvolene $d 2022 610 1-
$9 sldk_un_auth*h010028 $a lepené drevo $X glued wood 610 1-
$9 sldk_un_auth*h001317 $a masívne drevo $X solid wood 610 1-
$9 sldk_un_auth*h013415 $a tuhosť $X stiffness 610 1-
$9 sldk_un_auth*h003002 $a únosnosť $X bearing capacity 610 1-
$9 sldk_un_auth*h011636 $a ohýbanie $X bending 610 1-
$9 sldk_un_auth*h003248 $a ohýbanie dreva $X wood bending 675 $a 630*81 $v 1. stred. $z slo 675 $a 630*827.1 $v 1. stred. $z slo 701 -1
$3 sldk_un_auth*0061586 $a Gomon $b Svyatoslav 701 -1
$3 sldk_un_auth*0061587 $a Gomon $b Petro 701 -1
$3 sldk_un_auth*0061588 $a Korniychuck $b Oleksandr 701 -1
$3 sldk_un_auth*0061589 $a Homon $b Sviatoslav 701 -1
$3 sldk_un_auth*0061590 $a Dovbenko $b Tetiana 701 -1
$3 sldk_un_auth*0061591 $a Kulakovskyi $b Leonid 701 -1
$3 sldk_un_auth*0061592 $a Boyarska $b Inna 801 -0
$a SK $b ZV001 $c 20230109 $g AACR2 856 4-
$u https://df.tuzvo.sk/sites/default/files/04-02-22.pdf
Počet záznamov: 1