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Titlebook: DIANA Computational Mechanics ‘94; Proceedings of the F Ger M. A. Kusters,Max A. N. Hendriks Conference proceedings 1994 Springer Science+B

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Concrete Mechanics Aspects as Background for Structural Modeling distinction between positive and negative geometries is useful and justified. Scaling laws for both types of geometries yield essentially different asymptotic values for very small and very large structures.
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A Finite Element Formulation of Muscle Contractionin rate. In this paper we combine the equation of conservation of momentum with an existing description of the constitutive behaviour of myocardial tissue and convert the resulting equations into a numerical formulation, which is implemented in DIANA. Results of simulations of several contraction experiments are shown.
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Dynamic Failure in Reinforced Concrete Structures inclusion of an internal length scale for the latter two models and it’s influence on the failure mechanism is discussed. The computational analysis of a reinforced beam under impact loading is treated as an example.
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Integration of Controls, Displays and Alarmsted. With this Delft Egg model it is possible to control the predicted ..-value for one-dimensional compression. For the formulation of the Delft Egg model, one additional parameter α will be introduced, but later this parameter a appears to be dependent on a few other Modified Cam clay parameters and...
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