Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Buckling Loads of Two-Layer Composite Columns with Interlayer Slip and Stochastic Material Properties
This paper presents an efficient stochastic buckling model for studying the structural reliability of layered composite columns with interlayer slip between the layers and random material and loading parameters. The model is based on the exact buckling model, response surface method, and Monte Carlo simulations. The probability of failure is investigated for a different number of random variables, sample points, and various degrees of response surfaces. The results show that the probability of failure is considerably affected by the type (deterministic or probabilistic) of the loading and its distribution.
Buckling Loads of Two-Layer Composite Columns with Interlayer Slip and Stochastic Material Properties
This paper presents an efficient stochastic buckling model for studying the structural reliability of layered composite columns with interlayer slip between the layers and random material and loading parameters. The model is based on the exact buckling model, response surface method, and Monte Carlo simulations. The probability of failure is investigated for a different number of random variables, sample points, and various degrees of response surfaces. The results show that the probability of failure is considerably affected by the type (deterministic or probabilistic) of the loading and its distribution.
Buckling Loads of Two-Layer Composite Columns with Interlayer Slip and Stochastic Material Properties
Schnabl, Simon (Autor:in) / Planinc, Igor (Autor:in) / Turk, Goran (Autor:in)
Journal of Engineering Mechanics ; 139 ; 961-966
25.05.2012
62013-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Composite Beam-Columns with Interlayer Slip - Exact Analysis
| British Library Online Contents | 1993
Composite Beam-Columns with Interlayer Slip--Exact Analysis.
| Online Contents | 1993