Analyse van Schuine en Kromme Liggers met de Macaulay methode
Een Diepgaande Studie
E. Qadriyeh (TU Delft - Civil Engineering & Geosciences)
T.R. van Woudenberg – Mentor (TU Delft - Applied Mechanics)
PCJ Hoogenboom – Graduation committee member (TU Delft - Applied Mechanics)
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Abstract
The method of Macaulay utilizes singularity functions to describe discontinuous forces acting on beam structures. This method has been extended to determine internal forces and deformation properties, where the beam is inclined at a certain angle or curved.