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https://hdl.handle.net/11681/11258
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DC Field | Value | Language |
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dc.contributor | University of Colorado Boulder. Department of Civil, Environmental, and Architectural Engineering | - |
dc.contributor.author | Gerstle, Kurt H. | - |
dc.date.accessioned | 2016-06-20T14:16:51Z | - |
dc.date.available | 2016-06-20T14:16:51Z | - |
dc.date.issued | 1987-07 | - |
dc.identifier.uri | http://hdl.handle.net/11681/11258 | - |
dc.description | Technical Report | - |
dc.description | 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. | - |
dc.publisher | Structures Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1035880 | - |
dc.relation.ispartofseries | Technical report (U.S. Army Engineer Waterways Experiment Station) ; SL-80-4 rept.6. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Circular concrete conduits | - |
dc.subject | Concrete pipes | - |
dc.subject | Hydraulic structures | - |
dc.subject | Load confinement | - |
dc.subject | Model test | - |
dc.subject | Nonlinear finite element analysis | - |
dc.subject | Strength design | - |
dc.subject | Ultimate behavior | - |
dc.subject | Design | - |
dc.subject | Specifications | - |
dc.title | Strength design of reinforced-concrete hydraulic structures. Report 6, Analytical study of the ultimate behavior of model reinforced-concrete circular conduits | - |
dc.type | Report | en_US |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
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TR-SL-80-4-Report-6.pdf | 10.44 MB | Adobe PDF | View/Open |