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https://hdl.handle.net/11681/6785| Title: | A nonlinear finite element code for analyzing the blast response of underground structures |
| Authors: | University of California, Berkeley. Structural Engineering Laboratory. United States. Defense Atomic Support Agency. Farhoomand, I. (Iraj) Wilson, Edward L., 1931 |
| Keywords: | Blast effects Computer programs Finite element method Subsurface structures |
| Publisher: | Weapons Effects Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Series/Report no.: | Contract report (U.S. Army Engineer Waterways Experiment Station) ; N-70-1. |
| Description: | Contract report Abstract: A nonlinear, axisymmetric, dynamic finite-element method of analysis computer program is developed. Elastic, two-dimensional problems can also be analyzed without loss of efficiency. An extensive description of the analytical procedures used in the code is given. A FORTRAN IV listing of the computer code is presented along with information on utilizing the code to run problems. Analytical results are compared with experimental data obtained from testing a modeled buried structure subjected to a blast loading. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/6785 |
| Appears in Collections: | Contract Report |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CR-N-70-1.pdf | 1.62 MB | Adobe PDF |  View/Open |