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Strength of Welded Plate Girder with Tapered
| Content Provider | Semantic Scholar |
|---|---|
| Author | Bhurke Alandkar |
| Copyright Year | 2013 |
| Abstract | As a result of the general acceptance of the optimum design concepts, slender and, in some cases tapered web is increasingly used in steel structures .These members will reduce dead weight of structure in tern material cost. Present research work is focusing on the determination of buckling strength and economy of tapered web. In the present study comparison is carried out between plate girder with uniform web depth and tapered web depth. Parametric studies with various geometries of tapered web plate were carried out to find the favorable and economical design situations. The present paper involves the finite element analysis of plate girder for different conditions like i) uniform web depth, ii) tapered web depth. The main comparison parameters are i) static behaviour, ii) buckling behaviour, iii) buckling strength. All models were analyzed using finite element based software ANSYS. At the end it is concluded that the tapered web plate has same buckling strength however it achieves economy. |
| File Format | PDF HTM / HTML |
| Alternate Webpage(s) | http://www.ijera.com/papers/Vol3_issue5/LJ3519471951.pdf |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |