Quasi-static and dynamic local loading of monolithic simply-supported steel plate

Corbett, G.G.; Reid, S.R.

doi:10.1016/0734-743x(93)90116-o

Cited by 23 publications

(11 citation statements)

References 29 publications

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“…As may be expected for quasi-static loading, the displacements were highly dependent on the diameter to thickness ratio (D/t). The results shown in Figures 2(a) and 2(b) are qualitatively in good agreement with those reported in (Corbett and Reid, 1993 ). Figure 2(b) shows the sectioned profiles of the plate.…”

Section: Quasi-static Loading Of Simply-supported Steel Platesupporting

confidence: 81%

“…In this investigation mild steel was used for modeling the plate of 300 mm in diameter, with 3, 5, 6, 8, and 10mm in thickness t. Material properties and dimensions of the plate were taken from the experimental investigation reported in (Corbett and Reid, 1993 ) and given in (Figure 1b). The numerical simulation was carried out using the implicit standard version of ABAQUS 5.8.…”

Section: Quasi-static Loading Of Simply-supported Steel Platementioning

confidence: 99%

“…Results were reported (Wen and Jones, 1993;Wen and Jones, 1994;Corbett and Reid, 1993) for a series of tests conducted on the quasi-static and dynamic local loading of circular plates resting on a ring support. A criterion for the inelastic rupture of ductile metal beams subjected to large dynamic loads was formulated and presented in .…”

Section: Introductionmentioning

confidence: 99%

“…Extensive theoretical and experimental research has been conducted in order to establish the basis for the design of selected structures (Awerbush, and Bonder, 1974;Beckman and Goldsmith, 1978;Corbett et al, 1997; _____________________________________________ *Corresponding author E-mail:azhari_n@yahoo.com Corbett and Reid, 1993;Corran et al, 1983;Jones and Shen, 1993;Langsen, and Larson, 1990;Shen, and Jones, 1993;Wen and Jones, 1993;Wen and Jones, 1994;). However, more experimental, theoretical as well as numerical research is still needed for the study of plastic collapse mechanisms of targets against projectiles.…”

Section: Introductionmentioning

confidence: 99%

“…Experimentally measured data (Wen and Jones, 1993;Wen and Jones, 1994;Corbett and Reid, 1993) were utilized for material properties in the FEM analysis. Encouraging results were obtained from these exploratory studies.…”

Section: Introductionmentioning

confidence: 99%

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Plastic Deformation of Thin Plates Subjected to Quasi-Static and Dynamic Loadings

Aljawi

2004

Jou. Eng. Res.

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Deformation and failure of thin plates of mild steel were studied under quasi-static and dynamic impact loadings. Particular emphasis was placed on responses of simply supported circular plates subjected to centric orthogonal loadings. The latter comprised loadings due to relatively massive rigid cylindrical strikers with a hemispherical-end as well as a flat-end. The projectile motions featured variable and low impact velocities. Generally, good agreement was found between experimental results and those predicted by finite-element techniques for displacement-time curves and for force histories of the striker. It was concluded that the ABAQUS-based study (both the implicit and the explicit versions) revealed beneficial insights into the impact mechanics of plates by rigid projectiles.

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Section: Quasi-static Loading Of Simply-supported Steel Platesupporting

confidence: 81%

Section: Quasi-static Loading Of Simply-supported Steel Platementioning

confidence: 99%