Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/2887
Title: | Evaluation of thermal and incremental construction effects for monoliths AL-3 and AL-5 of the Melvin Price Locks and Dam |
Authors: | Washington University (Saint Louis, Mo.) Information Technology Laboratory (U.S.) Truman, Kevin Z. Petruska, David J. Ferhi, Abdelkader |
Keywords: | Aging modulus Creep Incremental construction Parametric Shrinkage Melvin Price Locks and Dam Mississippi River Hydraulic structures Concrete Structural analysis Structural optimization Computer-Aided Structural Engineering (CASE) Project (U.S.) |
Publisher: | Information Technology Laboratory (U.S.) |
Series/Report no.: | Contract Report (U.S. Army Engineer Waterways Experiment Station) ; ITL-92-3 |
Abstract: | Two monoliths, a gate monolith and a chamber monolith, from the auxiliary lock at Melvin Price Locks and Dam near Alton, Illinois, are used to explore and evaluate the effects of creep, shrinkage, thermal loads, and construction sequence on massive concrete structures. The material and structural modelling, analysis procedures and software, and results are thoroughly discussed. The nonlinear material subroutines used to model aging modulus, autogenous shrinkage, creep, and smeared crack capabilities are described and discussed with regards to their use in modelling the structure and analyzing structural behavior. These parameters were used to perform a thorough parametric evaluation of their effects on massive concrete structures. The structural models for each monolith and its pile/soil foundation for both the thermal and mechanical analyses are provided. A detailed discussion regarding incremental construction for simulating construction is presented. The incremental analysis procedure was that the lift heights in the gate monolith could be extended in various regions resulting in a minimum savings of $720,000. Each aspect of the modelling and the results are thoroughly discussed and documented through the use of time history plots of critical location temperatures, stresses and strains. NOTE: This file is large. Allow your browser several minutes to download the file. |
Description: | Contract Report |
Gov't Doc #: | Contract Report ITL-92-3 |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/2887 |
Geographic Area: | name=Melvin Price Locks and Dam; west=90.1536; north=38.8692 name=Lock and Dam No. 26; west=90.1536; north=38.8692 <iframe width="500" height="300" scrolling="no" frameborder="no" src="https://fusiontables.google.com/embedviz?q=select+col2+from+1xmfqauPS86Bnbf8DAW2tNcELW0121HOtj9jlmodJ&viz=MAP&h=false&lat=38.82813825407674&lng=-89.9692799192&t=1&z=11&l=col2&y=2&tmplt=2&hml=GEOCODABLE"></iframe> |
Size: | 387 pages |
Types of Materials: | PDF/A |
Appears in Collections: | Contract Report |
Files in This Item:
File | Description | Size | Format | |
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CR-ITL-92-3.pdf | 44.34 MB | Adobe PDF | ![]() View/Open |