2001
DOI: 10.1016/s0734-743x(00)00035-x
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Numerical analysis of dynamic buckling of rectangular plates subjected to intermediate-velocity impact

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Cited by 42 publications
(17 citation statements)
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“…Extensive researches have been undertaken on the static and dynamic buckling behavior of structures under various boundary and loading conditions . Static buckling analysis and dynamic buckling analysis were investigated on various structures such as beams [1][2][3][4][5][6][7], columns [8][9][10][11][12][13][14][15], shells [16][17][18][19][20][21][22][23][24][25][26] and plates [27][28][29][30][31][32][33][34][35][36][37][38][39][40][41][42][43]. Dynamic buckling of suddenly loaded plates has been studied by scientists in recent decades.…”
Section: Introductionmentioning
confidence: 99%
“…Extensive researches have been undertaken on the static and dynamic buckling behavior of structures under various boundary and loading conditions . Static buckling analysis and dynamic buckling analysis were investigated on various structures such as beams [1][2][3][4][5][6][7], columns [8][9][10][11][12][13][14][15], shells [16][17][18][19][20][21][22][23][24][25][26] and plates [27][28][29][30][31][32][33][34][35][36][37][38][39][40][41][42][43]. Dynamic buckling of suddenly loaded plates has been studied by scientists in recent decades.…”
Section: Introductionmentioning
confidence: 99%
“…In literature a quantity of ''pulse intensity'' [20] or ''pulse velocity'' [21] is introduced. The analysis of dynamic stability of plates under in-plane pulse loading can be divided into three categories depending on pulse duration and magnitude of its amplitude.…”
Section: Dynamic Bucklingmentioning
confidence: 99%
“…Static and kinematic junction conditions on the longitudinal edges of adjacent plates ( Figure 3), according to (21), can be written as: …”
Section: Interaction Condition Between Adjacent Platesmentioning
confidence: 99%
“…They also pointed out that strengthening plate boundary constraint was an effective way to enhance the plates' ability to resist dynamic buckling. Cui et al [3] buckling of the plates occurred during the loading phase. Chai [4] studied the post-buckling behaviours of thin rectangular plates under monotonically increasing edge load.…”
Section: Introductionmentioning
confidence: 99%