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# Stepped-Euler-Bernoulli-Beam | ||
Inhomogeneous bending stiffness in Euler-Bernoulli Beam modelled with singularity functions | ||
Inhomogeneous bending stiffness in Euler-Bernoulli beam modelled with singularity functions. | ||
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The live script `examples.mlx` contains examples for the functions `oneFieldBeam.mlx` and `twoFieldBeam.mlx`. | ||
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The live function `oneFieldBeam.mlx` calculates the displacement, rotation, curvature and bending moment for a single-span beam with changing bending stiffness. You can choose between pinned and fixed ends. | ||
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The live function `twoFieldBeam.mlx` calculates the displacement, rotation, curvature and bending moment for a two-span beam (continuous beam) with changing bending stiffness. You can choose between pinned and fixed ends. | ||
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The live functions uses singularity functions to implement the changing bending stiffness in the beam. | ||
Also the load and support forces are modelled with singularity functions. | ||
See reference for detailed explanation. | ||
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# Reference | ||
Static, Vibration Analysis and Sensitivity Analysis of Stepped Beams Using Singularity Functions by Peng Cheng, Carla Davila and Gene Hou. | ||
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# Acknowledgement | ||
This work is part of the ZEBBRA project, which is funded by the Federal Ministry of Education and Research. |