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• W1985453012 abstract "ABSTRACT Modal solutions have been used to approximate the dynamic response of rigid-plastic structures that are subjected to impulsive loads. In a modal solution, the spatial distributions (modes) of the velocity and acceleration fields are equal and independent of time. Since the mode of deformation is a function of the structural geometry, large deflections can result in a change in the mode. In this case it is possible to define Instantaneous Modal Solutions (IMS), in which the mode changes with time as a result of the change in the structural geometry. The response is then approximated by a succession of IMS. In this paper, a new uniqueness property for the succession of modes is presented. This leads to the concept of evolutionary modes. Application of evolutionary modes to large deflection analysis of rigid-plastic structures is illustrated. A simple numerical technique that uses evolutionary modes to construct IMS is applied for the analysis of a semi-circular arch that is impulsively loaded at th..." @default.
• W1985453012 created "2016-06-24" @default.
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• W1985453012 date "1988-01-01" @default.
• W1985453012 modified "2023-09-27" @default.
• W1985453012 title "Evolutionary Modes for Large Deflections of Dynamically Loaded Rigid-Plastic Structures" @default.
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• W1985453012 doi "https://doi.org/10.1080/08905458808960253" @default.
• W1985453012 hasPublicationYear "1988" @default.
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