Tajta, I. and Dulácska, Endre (2023) On the Buckling of the No-tension Material Masonry Column. ÉPÍTÉS-ÉPÍTÉSZETTUDOMÁNY, 51 (3-4). pp. 181-194. ISSN 0013-9661
|
Text
096-article-p181.pdf - Published Version Available under License Creative Commons Attribution. Download (1MB) | Preview |
Abstract
Masonry columns, subjected to eccentric compression, crack due to tension if the eccentricity is larger than the size of the core of the section. Previous studies have assumed that the cracks have so small spacing that the cracked tension side can be neglected during the analysis. The critical load can be determined using this assumption. However, experimental experience has shown that the cracks have large spacing, approximately equal to one and a half times the cross-section height. Therefore, the crack-free parts between the cracks influence the lateral deflection and the critical load. Considering the above-mentioned phenomenon, we determined the elastic critical buckling load of the cracked masonry column.
| Item Type: | Article |
|---|---|
| Additional Information: | Export Date: 14 September 2023 Correspondence Address: Dulácska, E.; Department of Mechanics, K. II. 61, Muegyetem rkp. 3, Hungary; email: dulilonci@freemail.hu |
| Uncontrolled Keywords: | masonry column; buckling; no-tension material; falazott szerkezet; stabilitásvesztés; húzószilárdság nélküli anyag; |
| Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
| SWORD Depositor: | MTMT SWORD |
| Depositing User: | MTMT SWORD |
| Date Deposited: | 22 Aug 2024 11:21 |
| Last Modified: | 22 Aug 2024 11:21 |
| URI: | https://real.mtak.hu/id/eprint/203128 |
Actions (login required)
 |
Edit Item |
