Continue Macaulay methode voor geknikte, vertakte en gesloten constructies

Baudoin, A.J.D.

Continue Macaulay methode voor geknikte, vertakte en gesloten constructies

Bachelor Eindproject

Bachelor thesis (2024)

Authors

A.J.D. Baudoin Civil Engineering & Geosciences

Contributors

T.R. van Woudenberg Applied Mechanics - (mentor)

P.C.J. Hoogenboom Applied Mechanics - (graduation committee member)

Faculty

Civil Engineering & Geosciences, Civil Engineering & Geosciences

Macaulay's method Two-dimensional Macaulay 2D structures Kinked structures Branched structures Enclosed structures

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Published Date

24-06-2024

Language

Dutch

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Faculty

Civil Engineering & Geosciences

Abstract

The Macaulay method is an integration method used to calculate the force distribution and deformations of a structure similar to the conventional integration method. However, where the conventional integration method requires a new equation for each discontinuity along the beam, the Macaulay method only requires one equation. Because of this less solution conditions are needed. Up until now, the Macaulay method was only applicable for one-dimensional structures. In this report the Macaulay method will be extended such that it is also applicable on kinked, branched and enclosed two-dimensional structures, including statically indetermined structures and trusses.

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