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https://hdl.handle.net/11681/11258| Title: | Strength design of reinforced-concrete hydraulic structures. Report 6, Analytical study of the ultimate behavior of model reinforced-concrete circular conduits |
| Authors: | University of Colorado Boulder. Department of Civil, Environmental, and Architectural Engineering. Gerstle, Kurt H. |
| Keywords: | Circular concrete conduits Concrete pipes Hydraulic structures Load confinement Model test Nonlinear finite element analysis Strength design Ultimate behavior Design Specifications |
| Publisher: | Structures Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Series/Report no.: | Technical report (U.S. Army Engineer Waterways Experiment Station) ; SL-80-4 rept.6. |
| Description: | Technical Report Abstract: A series of tests of model reinforced-concrete rings simulating culvert sections under radial loads was carried out at WES. These tests are described in Report 5 of this series. The purpose of this study was to perform nonlinear finite element analyses of these models, to compare analytical results with test results, and to produce a realistic strength design methodology for these structures. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/11258 |
| Appears in Collections: | Technical Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| TR-SL-80-4-Report-6.pdf | 10.44 MB | Adobe PDF |  View/Open |