The cantilever beams analysis by the means of the first-order shear deformation and the Euler-Bernoulli theory
The effect of the Timoshenko theory and the Euler-Bernoulli theory are investigated in this paper through numerical and analytical analyses. The investigation was required to obtain the optimized position of the pipes support. The Timoshenko beam theory or the first order shear deformation theory wa...
| Permalink: | http://skupnikatalog.nsk.hr/Record/nsk.NSK01001061249/Details |
|---|---|
| Matična publikacija: |
Tehnički glasnik (Online) 13 (2019), 1 ; str. 63-67 |
| Glavni autori: | Ključanin, Dino (Author), Manđuka, Abas |
| Vrsta građe: | e-članak |
| Jezik: | eng |
| Predmet: | |
| Online pristup: |
https://doi.org/10.31803/tg-20180802210608 Hrčak |
| LEADER | 01944naa a22003734i 4500 | ||
|---|---|---|---|
| 001 | NSK01001061249 | ||
| 003 | HR-ZaNSK | ||
| 005 | 20211221151330.0 | ||
| 006 | m d | ||
| 007 | cr|||||||||||| | ||
| 008 | 200422s2019 ci ad |o |0|| ||eng | ||
| 024 | 7 | |2 doi |a 10.31803/tg-20180802210608 | |
| 035 | |a (HR-ZaNSK)001061249 | ||
| 040 | |a HR-ZaNSK |b hrv |c HR-ZaNSK |e ppiak | ||
| 041 | 0 | |a eng |b eng | |
| 042 | |a croatica | ||
| 044 | |a ci |c hr | ||
| 080 | 1 | |a 621 |2 2011 | |
| 080 | 1 | |a 620 |2 2011 | |
| 080 | 1 | |a 53 |2 2011 | |
| 100 | 1 | |a Ključanin, Dino |4 aut |9 HR-ZaNSK | |
| 245 | 1 | 4 | |a The cantilever beams analysis by the means of the first-order shear deformation and the Euler-Bernoulli theory |h [Elektronička građa] / |c Dino Ključanin, Abaz Manđuka. |
| 300 | |b Ilustr., graf. prikazi. | ||
| 504 | |a Bibliografija: 12 jed. | ||
| 504 | |a Abstract. | ||
| 520 | |a The effect of the Timoshenko theory and the Euler-Bernoulli theory are investigated in this paper through numerical and analytical analyses. The investigation was required to obtain the optimized position of the pipes support. The Timoshenko beam theory or the first order shear deformation theory was used regarding thick beams where the shearing effect of the beam is considered. The study of the thin beams was performed with the Euler-Bernoulli theory. The analysis was done for stainless steel AISI-440C beams with the rectangular cross-section. The steel beams were a cantilever and stressed under varying point-centred load. | ||
| 653 | 0 | |a Grede |a Čelične grede |a Savijanje |a Euler-Bernoullijeva teorija |a Timošenkova teorija grede |a Numerička analiza | |
| 700 | 1 | |a Manđuka, Abas |4 aut | |
| 773 | 0 | |t Tehnički glasnik (Online) |x 1848-5588 |g 13 (2019), 1 ; str. 63-67 |w nsk.(HR-ZaNSK)000810940 | |
| 981 | |b Be2019 |b B03/19 | ||
| 998 | |b dalo2005 | ||
| 856 | 4 | 0 | |u https://doi.org/10.31803/tg-20180802210608 |
| 856 | 4 | 0 | |u https://hrcak.srce.hr/218167 |y Hrčak |
| 856 | 4 | 1 | |y Digitalna.nsk.hr |