Kronk, Matthew Neil (2006) Ultimate strength of steel-concrete composite beams under combined bending and torsion. [USQ Project] (Unpublished)
Metadata
| HTML Citation | EndNote | Dublin Core | Reference Manager |
Full text available as:
| PDF - Requires a PDF viewer such as GSview, Xpdf or Adobe Acrobat Reader 1533Kb |
Abstract
This dissertation seeks to further understand the combined effects of flexure and torsion on composite steel-concrete beams, beams often used in construction today. This will be done using the finite element analysis method, eliminating the need for high-cost, laboratory work.
| Item Type: | USQ Project |
|---|---|
| Uncontrolled Keywords: | steel; concrete; composite beams; torsion; bending |
| Fields of Research (FOR2008): | 09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering |
| Subjects: | 290000 Engineering and Technology > 290800 Civil Engineering > 290801 Structural Engineering |
| Socio-Economic Objective (SEO2008): | UNSPECIFIED |
| ID Code: | 2478 |
| Deposited By: | |
| Deposited On: | 11 Oct 2007 11:07 |
| Last Modified: | 11 Oct 2007 11:07 |
Archive Staff Only: edit this record
