Finite difference analysis of simply supported RC slabs for blast loadings

A finite difference procedure that can account for strain-rate effects, both shear and flexural deformations, permits variations in cross-section geometry and strength and loading over the length of a component is proposed to accurately and efficiently analyze the dynamic response of a simply suppor...

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Veröffentlicht in:	Engineering structures 2009-12, Vol.31 (12), p.2825-2832
Hauptverfasser:	Jones, J., Wu, C., Oehlers, D.J., Whittaker, A.S., Sun, W., Marks, S., Coppola, R.
Format:	Artikel
Sprache:	eng
Schlagworte:	Accuracy Applied sciences Blast effects Building structure Buildings. Public works Computation methods. Tables. Charts Concrete structure Construction (buildings and works) Cross sections Exact sciences and technology Explosions Finite difference analysis Finite element method Mathematical analysis Mathematical models RC slabs Reinforced concrete Strain rate Strain rate effect Structural analysis. Stresses
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