Titlebook: Advances in Construction Materials 2007; Christian U. Grosse Conference proceedings 2007 Springer-Verlag Berlin Heidelberg 2007 Polycarbon

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https://doi.org/10.1007/978-981-19-7365-9ctures, i.e. forming of tensile bands or shear bands. Using the classical continuum approach to model a softening constitutive behavior causes the so called loss of ellipticity and a non-objectivity of numerical methods. This is discussed with a simple example in Section 2.

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Picard Ranks of K3 Surfaces of BHK Typee under tension and its thermal behaviour like concrete claim for a most appropriate combination of both materials. However, the low durability of steel constitutes a risk for the structural capacity of reinforced concrete elements.

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Radu Laza,Matthias Schütt,Noriko Yuisi and Chanvillard 2000; di Prisco et al. 2004). Fibers for concrete are made of different materials and geometries and each type of fiber improves some specific concrete performances. As an example small steel fibers exhibit their effects for small crack opening while longer fibers activate for larger crack opening.

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Christian U. GrosseGives an overview about the state of the art in construction materials

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