Three-dimensional, nonlinear, incremental structural analysis of a culvert valve monolith wall, Olmsted Locks

Dres>s\er Technical Report ITL-95-3 June 1995 US Army Corps of Engineers Waterways Experiment Station Three-Dimensional, Nonlinear, Incremental Structural Analysis of a Culvert Valve Monolith Wall, Olmsted Locks by Barry D. Fehl, Chris A. Merrill Approved For Public Release; Distribution Is Unlimited Prepared for U.S. Army Engineer District, LouisvilleThe contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. PRINTED ON RECYCLED PAPERTechnical Report ITL-95-3 June 1995 Three-Dimensional, Nonlinear, Incremental Structural Analysis of a Culvert Valve Monolith Wall, Olmsted Locks by Barry D. Fehl, Chris A. Merrill U.S. Army Corps of Engineers Waterways Experiment Station 3909 Halls Ferry Road Vicksburg, MS 39180-6199 Final report Approved for public release; distribution is unlimited Prepared for U.S. Army Engineer District, Louisville Louisville, KY 40201-0059Waterways Experiment Station Cataloging-in-Publication Data Fehl, Barry D„ 1957- Three-dimensional, nonlinear, incremental structural analysis of a culvert valve monolith wall, Olmsted locks / by Barry D. Fehl, Chris A. Merrill; prepared for U.S. Army Engineer District, Louisville. 237 p.: ill.; 28 cm. — (Technical report; ITL-95-3)Includes bibliographic references. 1. Locks (Hydraulic engineering) — Ohio River — Models.2. Structural analysis (Engineering) 3. Locks — Strains and stresses.4. Thermal stresses — Analysis — Models. I. Merrill, Chris A. II. United States. Army. Corps of Engineers. Louisville District. IV. U.S. Army Engineer Waterways Experiment Station. V. Information Technology Laboratory (U.S. Army Engineer Waterways Experiment Station)VI. Title. VII. Series: Technical report (U.S. Army Engineer Waterways Experiment Station); ITL-95-3.TA7 W34 no.lTL-95-3Contents Preface.......................................................................