Chapter 9. Computer Program for Mode-1 Type Crack Analysis in Concrete Using EFCM (CAIC-M1.FOR)
9.1. Overview of the Program
This program performs the mode-I type crack analysis in structural concrete based on the Extended Fictitious Crack Model (EFCM). The main features of this program are as follows:
Scope of analysis: Numerical analysis of concrete fracture involving an arbitrary number of discrete cracks of the mode-I type
Numerical method: Two-dimensional finite element method
Type of finite element: Three nodes, triangular elements
Theory of crack analysis: Extended fictitious crack model
Precision of calculation: Double precision
Matrix solution method: Gaussian elimination
Theory of stress analysis: Modified incremental stress analysis method; ...
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