Titlebook: One-Dimensional Finite Elements; An Introduction to t Andreas Öchsner,Markus Merkel Textbook 20131st edition Springer-Verlag Berlin Heidelb

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Beam with Shear Contribution,odeling of the . beam will be introduced and the element used in this chapter will be distinguished from other formulations. The basic equations from the strength of materials, meaning kinematics, the equilibrium as well as the constitutive equation will be introduced and used for the derivation of

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Plasticity,hardening law and the elasto-plastic modulus will be introduced for uniaxial, monotonic loading conditions. Within the scope of the hardening law, the description is limited to isotropic hardening, which occurs for example for the uniaxial tensile test with monotonic loading. For the integration of

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Stability (Buckling),ivations concentrate on elastic bars and beams. The initial situation is a loaded elastic structure. If the acting load remains under a critical value, the structure reacts ‘simple’ and one can describe the reaction with the models and equations of the preceding chapters. If the load reaches or exce

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Dynamics,edure for the analysis of dynamic problems depends essentially on the character of the time course of the loads. At deterministic loads the vector of the external loads is a given function of the time. The major amount of problems in engineering, plant and vehicle construction can be analyzed under

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inander und fragt dann weiter danach, welche Rolle dem Erzählen im Hinblick auf pädagogisches Verstehen und Argumentieren zukommt. Schließlich werden verschiedene Gründe benannt, die dafür sprechen, sich unter der Leitperspektive des „widerständigen Erzählens“ noch einmal mit einer klassischen Fallg

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