Figure 1. Comparison of Crush Behavior for Two Cross-sectional Configurations
Figure 2. Considered Cross-sectional configurations
Multi-CRUSH *
|-- README.txt *this file
|
|-- doc * Documentation: license info, help files, and reports
| |-- README.doc.txt * doc README
| |-- AIAA-2008-2014-577.pdf * SDM Paper on the early developement of analytical model and finite element results for dynamic cases
| |-- SDM-Tube_2008_6.ppt * Presentation file for the above SDM paper
| |-- Najafi_MS_thesis.pdf * Master thesis contains detail description and derivation of analytical model
| |-- TWS_UNDER REVIEW.pdf * Journal paper that is under review in Thin Walled Structures
| |-- UserLicence * Help file to use mathematica codes
`-- src * Source files
|
|-- README.src.txt * src README
|-- mathematica * Source files
| | * Mathematica source file
| |-- C2CNEW_Revised1.nb * implementation of the analytical model for corner to corner cross-sectional configuration
| |-- C2WNEW_Revised1.nb * implementation of the analytical model for corner to web cross-sectional configuration
| |-- W2CNEW_Revised1.nb * implementation of the analytical model for web to corner cross-sectional configuration
| `-- W2WNEW_Revised1.nb * implementation of the analytical model for web to web cross-sectional configuration
`-- lsdyna-validation * Source files
| * Mathematica source file
|-- c2cp.k * lsdyna input file for c2c configuration
|-- c2wp.k * lsdyna input file for c2w configuration
|-- w2cp.k * lsdyna input file for w2c configuration
`-- w2wp.k * lsdyna input file for w2w configuration
Figure 3. Representative FEA Result of Crush Behavior