Konzola z kruhového prutu je zatížena excentrickou normálovou silou. Determine the maximum vertical deflection of the console using the geometrically linear and second-order analysis.
Tlumený jednohmotový systém je zatížen konstantní silou. 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.
Silnostěnná nádoba je zatížena vnitřním tlakem tak, že nádoba dosáhne pružno-plastického stavu. While neglecting self‑weight, the analytical and numerical solutions for the radial position of the plastic zone border (under the Tresca hypothesis) are determined and compared.
Konzola je na pravém konci zatížena příčnou a normálovou silou a na levém konci je plně fixována. The problem is described by the following set of parameters. The problem is solved by using the geometrically linear analysis, second-order analysis, and large deformation analysis.
A structure made of an I-profile is fully fixed on the left end and embedded into the sliding support on the right end. Konstrukce se skládá ze dvou segmentů. 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.
Nosník uložený na obou koncích je zatížen soustředěnou silou uprostřed. Neglecting its self-weight and shear stiffness, determine the beam's maximum deflection, normal force, and moment at the mid-span, assuming the second- and third-order analysis.
Ocelový nosník se čtvercovým průřezem je zatížen normálovou silou a spojitým zatížením. The image shows the calculation of the maximum bending deflection and critical load factor according to the second-order analysis.