Added the command line output from the full report when running the cantilever beam example.
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README.md
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README.md
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@ -1,7 +1,7 @@
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# 3D linear beam element code #
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## Getting started ##
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This project requires CMake to compile the code. If not installed, install CMake before continuing.
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This project requires CMake to compile the code. If not installed, please install CMake before continuing.
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If you intend on building the GUI, Qt must be installed and the path to the Qt5WidgetsConfig.cmake file must be set when invoking CMake.
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Currently, the following method of building the GUI works on Mac and Linux.
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If running on Windows, open the fea_gui.pro file with QtCreator (included with the Qt installation) and run.
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@ -162,6 +162,35 @@ fea::Summary summary = fea::solve(job, node_list, elem_list, bc_list, force_list
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std::cout << summary.fullReport() << std::endl;
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~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
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Upon successful compilation the full report printed to the command line should resemble:
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~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~{.txt}
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Finite Element Analysis Summary
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Model parameters
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Nodes : 2
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Elements : 1
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BCs : 6
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Ties : 0
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Forces : 0
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Total time 0ms
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Assembly time : 0ms
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Preprocessesing time : 0ms
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Factorization time : 0ms
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Linear solve time : 0ms
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Forces solve time : 0ms
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File save time : 0ms
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Nodal displacements
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Minimum : Node 0 DOF 0 Value 0.000
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Maximum : Node 1 DOF 5 Value 0.005
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Nodal Forces
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Minimum : Node 0 DOF 1 Value -1.000
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Maximum : Node 1 DOF 1 Value 1.000
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~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
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#### Ties ####
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Ties are enforced by placing linear springs between all degrees of freedom for 2 nodes.
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To form a tie specify the 2 nodes that will be linked as well as the spring constants for translational and rotational degrees of freedom.
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