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|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|
Nonlinear finite element analysis
|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.|
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.
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