Structural Impact / by Norman Jones. [Electronic Resource]
Material type: Computer filePublication details: Cambridge : Cambridge University Press, 2011Edition: 2nd EdDescription: xx, 584pISBN:- 9780511820625
- 624.176Â J728S
Item type | Home library | Collection | Call number | Status | Notes | Date due | Barcode | Item holds | |
---|---|---|---|---|---|---|---|---|---|
e-Book | S. R. Ranganathan Learning Hub Online | Textbook | 624.176 J728S (Browse shelf(Opens below)) | Available (e-Book For Access) | Platform : Cambridge Core | EB0348 |
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624.176 2 D262S Seismic Analysis of Structures | 624.176 2 T652G Geotechnical Earthquake Engineering | 624.176 B347P Probabilistic Mechanics of Quasibrittle Structures : Strength, Lifetime, and Size Effect | 624.176 J728S Structural Impact | 624.1762 M26D Design of Pile Foundations in Liquefiable Soils | 624.183 41 W59F Failures in Concrete Structures : Case Studies In Reinforced And Prestressed Concrete | 624.1834 D375F Failure, Distress and Repair of Concrete Structures |
Structural Impact is concerned with the behaviour of structures and components subjected to large dynamic, impact and explosive loads which produce inelastic deformations. It is of interest for safety calculations, hazard assessments and energy absorbing systems throughout industry. The first five chapters introduce the rigid plastic methods of analysis for the static behaviour and the dynamic response of beams, plates and shells. The influence of transverse shear, rotatory inertia, finite displacements and dynamic material properties are introduced and studied in some detail. Dynamic progressive buckling, which develops in several energy absorbing systems, and the phenomenon of dynamic plastic buckling are introduced. Scaling laws are discussed which are important for relating the response of small-scale experimental tests to the dynamic behaviour of full-scale prototypes. This text is invaluable to undergraduates, graduates and professionals learning about the behaviour of structures subjected to large impact, dynamic and blast loadings producing an inelastic response.
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