Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/11248
Title: Nonlinear, incremental structural analysis of Olmsted Locks and Dams. Volume I, Main text
Authors: Information Technology Laboratory (U.S.)
United States. Army. Corps of Engineers. Louisville District.
Garner, Sharon B.
Bombich, Anthony A.
Norman, C. Dean.
Merrill, Chris A.
Fehl, Barry D., 1957-
Jones, H. Wayne.
Keywords: Finite element method
Incremental construction
Massive concrete structures
Nonlinear
Thermal stress
Locks
Hydraulic structures
Ohio River
Olmsted Locks and Dam
Computer programs
Structural analysis
Issue Date: Dec-1992
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-92-28 v.1.
Description: Technical Report
Abstract: The Olmsted Locks and Dam will be located on the Ohio River and the locks will be a W-frame type of structure, which is currently unprecedented within the Corps of Engineers. Because of this fact and due to the high fly ash concrete mixture planned for the project, an extensive nonlinear, incremental structural analysis (NISA) was performed. Parameters evaluated included two different placing schemes, plane stress and plane strain analyses, two different concrete mixtures, creep, and shrinkage. The report contains two phases. In the first phase, parameters such as plane stress and plane strain, block and strip placement schemes, and mixtures 6 and 11 were evaluated. The second phase included performance of several analyses based on the load case combinations contained in ETL 1110-2-324, "Special Design Provisions for Massive Concrete Structures," and included evaluation of the effects of creep and shrinkage. The second phase results were also used to validate the analyses performed in the first phase. NOTE: This file is large. Allow your browser several minutes to download the file.
URI: http://hdl.handle.net/11681/11248
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