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https://hdl.handle.net/11681/2893| Title: | Comparison of barge impact experimental and finite element results for the lower miter gate of Lock and Dam 26 |
| Authors: | Georgia Institute of Technology. U.S. Army Engineer Waterways Experiment Station Will, Kenneth M. |
| Keywords: | Barge impact Finite element method Miter gate Hydraulic gates Hydraulic structures Mathematical models Numerical models Lock and Dam No. 26 Mississippi River Computer-Aided Structural Engineering Project (U.S.) Computer-Aided Structural Engineering (CASE) Report (U.S.) |
| Publisher: | Information Technology Laboratory (U.S.) |
| Series/Report no.: | Contract Report (U.S. Army Engineer Waterways Experiment Station) ; ITL-95-1 |
| Abstract: | A finite element analysis of barge impact on the lower miter gate of Lock and Dam 26 is presented. The response of the structure was assumed to be linear and the barge impact was modeled as an equivalent static load. The analysis was originally intended to aid in planning full scale barge impact tests at Lock and Dam 26. Due to contract delays and the scheduled demolition of the gate, the analysis was not completed prior to testing. The results of the finite element analysis are presented and compared with the full scale test results. |
| Description: | Contract Report |
| Gov't Doc #: | Contract Report ITL-95-1 |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/2893 |
| Geographic Area: | name=Lock and Dam No. 26; north=38.8692; west=90.1536 name=Melvin Price Locks and Dam; north=38.8692; west=90.1536 name=Lock and Dam No. 26; north=38.8692; west=90.1536 name=Melvin Price Locks and Dam; north=38.8692; west=90.1536 |
| Size: | 54 pages |
| Types of Materials: | PDF/A |
| Appears in Collections: | Contract Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| TR-ITL-95-1.pdf | 8.76 MB | Adobe PDF |  View/Open |