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Category Archives: Frame Analysis
Scipy Linalg functions stopped working
I recently noticed that the iterative linear algebra solvers in my pyLinAlgfuncs3.xlsb spreadsheet had stopped working. It turned out that the optional tolerance argument had been renamed ‘rtol’. Changing all the occurrences of the name in the Python code fixed … Continue reading
Posted in Excel, Finite Element Analysis, Frame Analysis, Link to Python, Maths, Newton, NumPy and SciPy, PyXLL, UDFs
Tagged Excel, Iterative solvers, linear algebra, linear equations solver, LU solvers, Numpy, PyPardiso, Python, PyXLL, SciPy, sparse matrices, UDFs.
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Beam geometric non-linear effects – end loads
Following the previous post, I found some errors in the Python code: These problems have now been fixed, and updated code and a revised spreadsheet have been added to the download file at: py_GeomK.zip The screenshots below show results with … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, UDFs
Tagged End loads, Frame Analysis, Non-linear geometry, Python, PyXLL, Second order effects, UDF
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Beam geometric non-linear effects – Python version
In 2018 I posted Beam geometric non-linear effects with a VBA based spreadsheet to calculate beam actions and deflections under combined transverse and axial load, allowing for geometric non-linear effects. I have now converted the code to Python, linking to Excel … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, UDFs
Tagged Excel, Frame Analysis, Non-linear geometry, Python, PyXLL, Second order effects, UDFs
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Continuous beam analysis from first principles
This post was prompted by an Eng-Tips question: Statically Indeterminant Beam Problem, asking for reactions due to a triangular distributed load on the middle span of a continuous beam with 3 equal simply supported spans. This could be simply solved … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, UDFs, VBA
Tagged ConBeamU, continuous beam analysis, py_Conbeamu, Slope-deflection method
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py_Conbeam – 5
… or perhaps one more. Following the previous post I have modified the py_BeamAct3D function to fix some problems with the non-linear analysis. The latest version, together with an additional spreadsheet comparing results with Strand7, can be downloaded from: py_ConBeamU.zip … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, Strand7, UDFs
Tagged beam analysis, Cantilever beams, continuous beams, Excel, Python, PyXLL, py_BeamAct3D, py_Conbeam, Strand7, UDFs
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