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Figure 1.

Cylinder geometry properties and dent shape
Cylinder geometry properties and dent shape

Figure 2.

(a) First eigen buckling mode shape in the isometric view of the model A given in Combescure and Gusic [27]. (b) First eigen buckling mode shape in the isometric view of model 53 given in Windernburg and Trilling [28]
(a) First eigen buckling mode shape in the isometric view of the model A given in Combescure and Gusic [27]. (b) First eigen buckling mode shape in the isometric view of model 53 given in Windernburg and Trilling [28]

Figure 3.

Boundary condition
Boundary condition

Figure 4.

Perfect Model (M37), a) Total deformation b) Maximum principal strains c) Von Mises stress d) Waveform
Perfect Model (M37), a) Total deformation b) Maximum principal strains c) Von Mises stress d) Waveform

Figure 5.

Perfect model (M37) results
Perfect model (M37) results

Figure 6.

0°-angle dent group results
0°-angle dent group results

Figure 7.

45°-angle dent group results
45°-angle dent group results

Figure 8.

90°– angle dent group results
90°– angle dent group results

Figure 9.

<-< and <-> dent shape group results
<-< and <-> dent shape group results

Figure 10.

Comparison of critical buckling pressure values according to theory and codes
Comparison of critical buckling pressure values according to theory and codes

Figure 11.

Effect of dent shape on buckling performance compared to the perfect model
Effect of dent shape on buckling performance compared to the perfect model

Comparison with buckling pressure of the cylindrical shell given in Combescure and Gusic [27] and Rathinam and Prabu [13]

Cylindrical shell R (mm) L (mm) t (mm) Young's modulus (GPa) Poisson's ratio (γ) FE eigen buckling pressure (MPa)
Combescure and Gusic Rathinam and Prabu From present analysis
A 50 20 0.15 200 0.3 0.2936 0.2927 0.2985

Material Properties [12]

Material Yield stresses (MPa) Tangent Modulus (MPa) Young's modulus (MPa) Poisson's ratio
Cylinder sheet 198.8 1450 210 000 0.29

Comparison with buckling pressure of the cylindrical shell given in Windernburg and Trilling [28] and Rathinam and Prabu [13]

Cylindrical shell R (mm) L (mm) t (mm) Young's modulus (GPa) Poisson's ratio (γ) FE eigen buckling pressure (MPa)
Windernburg and Trilling Rathinamn and Prabu From present analysis
53 203.2 406.4 0.8 193 0.3 0.096 (8) 0.108 (8) 0.111 (8)
eISSN:
2720-6947
Language:
English
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Journal Subjects:
Architecture and Design, Architecture, Architects, Buildings