Accession Number : ADA264718


Title :   Nonlinear, Incremental Structural Analysis of Olmsted Locks and Dams. Volume 2: Appendixes A through I


Descriptive Note : Final rept.


Corporate Author : ARMY ENGINEER DISTRICT LOUISVILLE KY


Personal Author(s) : Garner, Sharon ; Bombich, Anthony A ; Norman, C D ; Merrill, Chris ; Fehl, Barry


Full Text : https://apps.dtic.mil/dtic/tr/fulltext/u2/a264718.pdf


Report Date : Dec 1992


Pagination or Media Count : 534


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. Finite element, Nonlinear, Incremental construction, Thermal stress, Massive concrete structures


Descriptors :   *STRUCTURAL ENGINEERING , *DAMS , *LOCKS(WATERWAYS) , STRUCTURAL ANALYSIS , CONCRETE , FLY ASH , MIXTURES , CONSTRUCTION , FRAMES , NONLINEAR ANALYSIS , RIVERS , THERMAL STRESSES , OHIO RIVER , ASHES


Subject Categories : Civil Engineering


Distribution Statement : APPROVED FOR PUBLIC RELEASE