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|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
Finite element method
|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.|
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.|
|Appears in Collections:||Contract Report|
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|CR-N-70-1.pdf||1.62 MB||Adobe PDF|