
Dynamic Models for Structural Plasticity
Springer (Publisher)
1st Edition
Published on 1. August 1993
Book
Hardback
XXII, 279 pages
978-3-540-19815-4 (ISBN)
Description
Dynamic Models for Structural Plasticity provides a straightforward explanation for the nonlinear mechanics of plastic deformation which develops in impact or high rate forming operations. Methods for analysing the effects of large deflections, high strain rates, strain hardening and combined loads are presented. The influence of these effects on the development of collision damage in lightweight structures is calculated and compared with experimental measurements. This publication may serve as a teaching aid for analytical methods of nonlinear structural dynamics and structural deformation due to impact or blast. It is suitable as a text for graduate courses and as a resource for engineers or material scientis ts involved in calculating collision damage to lightweight structures.
TOC: Contents: Elastoplastic and Viscoplastic Constitutive Relations.- Principles of Mechanics.- Dynamic Rigid-Plastic Response.- Second-Order Effects on Dynamic Response.- More Complex Configurations.- Impact Experiments.
TOC: Contents: Elastoplastic and Viscoplastic Constitutive Relations.- Principles of Mechanics.- Dynamic Rigid-Plastic Response.- Second-Order Effects on Dynamic Response.- More Complex Configurations.- Impact Experiments.
More details
Edition
1st Edition.
Language
German
Place of publication
Berlin
Germany
Target group
College/higher education
Professional and scholarly
Professional/practitioner
Illustrations
175 s/w Abbildungen
175 figs.
Dimensions
Height: 235 mm
Width: 155 mm
Weight
625 gr
ISBN-13
978-3-540-19815-4 (9783540198154)
Schweitzer Classification
Other editions
Additional editions

William J. Stronge | Tongxi Yu
Dynamic Models for Structural Plasticity
Book
10/1995
Springer
€53.49
Shipment within 10-15 days
Content
Contents: Elastoplastic and Viscoplastic Constitutive Relations.- Principles of Mechanics.- Dynamic Rigid-Plastic Response.- Second-Order Effects on Dynamic Response.- More Complex Configurations.- Impact Experiments.