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Eine aus einem I-Profil bestehende Struktur ist in Gabellager eingebettet. The axial rotation is restricted on both ends while warping is enabled. The structure is loaded by two transverse forces in the middle. The verification example is based on the example introduced by Gensichen and Lumpe.
This verification example compares wind load calculations on a duopitch roof building using the ASCE 7-16 standard and using CFD simulation in RWIND Simulation. Das Gebäude wird anhand der Skizze und des in der Norm ASCE 7-16 enthaltenen Anströmgeschwindigkeitsprofils definiert.
This verification example compares wind load calculations on a flat roof building using the ASCE 7-16 standard and using CFD simulation in RWIND Simulation. Das Gebäude wird anhand der Skizze und des in der Norm ASCE 7-16 enthaltenen Anströmgeschwindigkeitsprofils definiert.
Ein gedämpftes Einmassensystem wird einer konstanten Lastkraft ausgesetzt. Determine the spring force, damping force, and inertial force at the given test time. In this verification example, the Kelvin--Voigt dashpot (namely, a spring and a damper element in serial connection) is decomposed into its purely viscous and purely elastic parts, in order to better evaluate the reaction forces.
Ein Kragarm mit einem kreisförmigen Querschnitt wird durch konzentrierte Biege- und Drehkraft belastet. The aim of this verification example is to compare the reduced stress according to the von Mises and Tresca theories.
Am oberen Ende ist ein Stab mit quadratischem Querschnitt befestigt. The rod is loaded by self-weight. For comparison, the example is also modeled with the concentrated force load, the value of which is equal to the gravity. The aim of this verification example is to show the difference between these types of loading, although the total loading force is equal.
A structure made of an I-profile is fully fixed on the left end and embedded into the sliding support on the right end. Die Struktur besteht aus zwei Segmenten. The self-weight is neglected in this example. Determine the maximum deflection of the structure, the bending moment on the fixed end, the rotation of segment 2, and the reaction force at point B by means of the geometrically linear analysis and the second-order analysis. The verification example is based on the example introduced by Gensichen and Lumpe.
A member with the given boundary conditions is loaded by torsional moment and axial force. Neglecting its self-weight, determine the beam's maximum torsional deformation as well as its inner torsional moment, defined as the sum of a primary torsional moment and torsional moment caused by the normal force. Vergleichen Sie diese Werte, während Sie den Einfluss der Normalkraft annehmen oder nicht berücksichtigen. The verification example is based on the example introduced by Gensichen and Lumpe.
Ein axial belasteter Stahlträger mit quadratischem Querschnitt ist an einem Ende gelenkig gelagert und am anderen Ende federnd gelagert. Two cases with different spring stiffnesses are considered. The verification example solves the calculation of the load factors of the beam in the image using the linear stability analysis.