Abstract
This paper presents a numerical analysis of the shear resistance tests of the corrugated web of SIN girders with opening. The analysis was carried out on seven models of girders with a web height of hw = 750 and a web thickness of 2.0 mm with a static scheme of a simply supported beam. The assumed heights of opening were 1/3 and 1/2 of the web height and from one to three opening along the length of the girder. The results of the FEM analysis were compared with the results of experimental tests of girders without openings and with available calculation methods. Based on the obtained results, a method for estimating the computational critical shear strength of the wavy web of girders with the influence of a single opening and a group of openings was presented.
| Translated title of the contribution | Nośność blachownic o falistym środniku z otworami w świetle analizy MES |
|---|---|
| Original language | English |
| Pages (from-to) | 79-90 |
| Number of pages | 12 |
| Journal | Materialy Budowlane |
| Volume | 634 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - 2025 |
Keywords
- design shear buckling strength
- finite element
- girders with corrugated web type SIN with opening
- group of openings in the corrugated web
ASJC Scopus subject areas
- Chemical Engineering (miscellaneous)
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