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Table 2 Buckling loads for different lay-up sequences with and without imperfection

From: The effect of different geometrical imperfection of buckling of composite cylindrical shells subjected to axial loading

Lay-up sequence

P cr(kN)

Without imperfection

With imperfection

(45,−45,45,−45)S

102.563

68.834

(902,45,−45)S

179.235

119.490

(02,45,−45)S

128.620

85.746

(02,30,−30)S

127.135

84.195

(02,60,−60)S

144.294

96.841

(454,−454)

70.537

58.779

(0,45,−45,0)S

166.401

110.087

(90,0)2S

122.655

83.438