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Citation:
　Sang-Rai Cho,Teguh Muttaqie,Seung Hyun Lee,et al.Ultimate Strength Assessment of Steel-Welded Hemispheres under External Hydrostatic Pressure[J].Journal of Marine Science and Application,2020,(4):615-633.[doi:10.1007/s11804-020-00178-8]
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Ultimate Strength Assessment of Steel-Welded Hemispheres under External Hydrostatic Pressure

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Title:
Ultimate Strength Assessment of Steel-Welded Hemispheres under External Hydrostatic Pressure
Author(s):
Sang-Rai Cho1; 2;  Teguh Muttaqie3; 4;  Seung Hyun Lee5;  Jaewoo Paek6;  Jung Min Sohn3; 7
Affilations:
Author(s):
Sang-Rai Cho1; 2;  Teguh Muttaqie3; 4;  Seung Hyun Lee5;  Jaewoo Paek6;  Jung Min Sohn3; 7
1 Ulsan Lab, Inc., Ulsan, South Korea;
2 School of Naval Architecture and Ocean Engineering, University of Ulsan, Ulsan, South Korea;
3 Department of Naval Architecture and Marine Systems Engineering, Pukyong National University, Busan, South Korea;
4 Agency for the Assessment and Application of Technology, Center of Technology for Defense and Security Industries-BPPT, Jakarta, Indonesia;
5 Hyundai Mipo Dockyard, Ulsan, South Korea
Keywords:
Steel-welded hemisphere; Collapse pressure; Experiment; Nonlinear FEA; Ultimate strength formulation
分类号:
-
DOI:
10.1007/s11804-020-00178-8
Abstract:
This paper focusses on steel-welded hemispherical shells subjected to external hydrostatic pressure. The experimental and numerical investigations were performed to study their failure behaviour. The model was fabricated from mild steel and made through press forming and welding. We therefore considered the effect of initial shape imperfection, variation of thickness and residual stress obtained from the actual structures. Four hemisphere models designed with R/t from 50 to 130 were tested until failure. Prior to the test, the actual geometric imperfection and shell thickness were carefully measured. The comparisons of available design codes (PD 5500, ABS, DNV-GL) in calculating the collapse pressure were also highlighted against the available published test data on steel-welded hemispheres. Furthermore, the nonlinear FE simulations were also conducted to substantiate the ultimate load capacity and plastic deformation of the models that were tested. Parametric dependence of the level of sphericity, varying thickness and residual welding stresses were also numerically considered in the benchmark studies. The structure behaviour from the experiments was used to verify the numerical analysis. In this work, both collapse pressure and failure mode in the numerical model were consistent with the experimental model.

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Memo

Memo:
Received date:2019-10-07;Accepted date:2020-05-13。
Foundation item:The corresponding author would like to acknowledge the Research Grant of Pukyong National University (2019).
Corresponding author:Jung Min Sohn,jminz@pknu.ac.kr
Last Update: 2021-04-07