Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of headed anchors embedded in concrete using a nonlinear fracture model
This paper represents an energetical model of the fracture behaviour of concrete where crack opening is considered as time dependent dissipative process. States of mechanical equilibrium can be obtained by simulation of a relaxation process. Applicatlon of this model to calculations of the bearing capacity of anchorages confirms recent approachs based on linear fracture mechanics.
Analysis of headed anchors embedded in concrete using a nonlinear fracture model
This paper represents an energetical model of the fracture behaviour of concrete where crack opening is considered as time dependent dissipative process. States of mechanical equilibrium can be obtained by simulation of a relaxation process. Applicatlon of this model to calculations of the bearing capacity of anchorages confirms recent approachs based on linear fracture mechanics.
Analysis of headed anchors embedded in concrete using a nonlinear fracture model
Sawade, Gottfried (Autor:in) / Eligehausen, Rolf (Autor:in) / Universität Stuttgart (Gastgebende Institution)
1992
Sonstige
Elektronische Ressource
Englisch
DDC:
624
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