Numerical Study on the Local Buckling Behaviour of Bolted Steel Plates in Steel Jacketing

<div>Failure modes of models with different plate thickness and narrower bolt densification: (a) E2NN, (b) E4NN, (c) E6NN, (d) E4AN, and (e) E6AN.</div>

Advances in Materials Science and Engineering

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Figure 7

Figure 7: Numerical Study on the Local Buckling Behaviour of Bolted Steel Plates in Steel Jacketing 