Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part II: Stiffened panels
The present paper (Part II) is a sequel to the previous paper (Part I) [Paik JK, Seo JK. Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part I: Plate elements. Thin-Walled Struc...
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| Published in | Thin-walled structures Vol. 47; no. 8; pp. 998 - 1007 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
01.08.2009
Elsevier |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0263-8231 1879-3223 |
| DOI | 10.1016/j.tws.2008.08.006 |
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| Abstract | The present paper (Part II) is a sequel to the previous paper (Part I) [Paik JK, Seo JK. Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part I: Plate elements. Thin-Walled Struct 2008, this issue,
doi:10.1016/j.tws.2008.08.005.] on the application of nonlinear finite element methods for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions. In contrast to Part I dealing with plate elements, the present paper (Part II) treats stiffened panels surrounded by strong support members such as longitudinal girders and transverse frames. In similar to Part I, some important factors of influence such as structural dimensions, initial imperfections, loading types and computational techniques in association with ultimate limit states are studied. Some useful insights in terms of nonlinear finite element method modeling are developed using ANSYS code together with the ALPS/ULSAP semi-analytical method, the latter being for the purpose of a comparison. |
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| AbstractList | The present paper (Part II) is a sequel to the previous paper (Part I) [Paik JK, Seo JK. Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions-Part I: Plate elements. Thin-Walled Struct 2008, this issue, doi:10.1016/j.tws.2008.08.005.] on the application of nonlinear finite element methods for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions. In contrast to Part I dealing with plate elements, the present paper (Part II) treats stiffened panels surrounded by strong support members such as longitudinal girders and transverse frames. In similar to Part I, some important factors of influence such as structural dimensions, initial imperfections, loading types and computational techniques in association with ultimate limit states are studied. Some useful insights in terms of nonlinear finite element method modeling are developed using ANSYS code together with the ALPS/ULSAP semi-analytical method, the latter being for the purpose of a comparison. The present paper (Part II) is a sequel to the previous paper (Part I) [Paik JK, Seo JK. Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part I: Plate elements. Thin-Walled Struct 2008, this issue, doi:10.1016/j.tws.2008.08.005.] on the application of nonlinear finite element methods for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions. In contrast to Part I dealing with plate elements, the present paper (Part II) treats stiffened panels surrounded by strong support members such as longitudinal girders and transverse frames. In similar to Part I, some important factors of influence such as structural dimensions, initial imperfections, loading types and computational techniques in association with ultimate limit states are studied. Some useful insights in terms of nonlinear finite element method modeling are developed using ANSYS code together with the ALPS/ULSAP semi-analytical method, the latter being for the purpose of a comparison. |
| Author | Paik, Jeom Kee Seo, Jung Kwan |
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| Cites_doi | 10.1016/j.tws.2008.08.005 10.1016/j.oceaneng.2007.08.007 10.1016/j.oceaneng.2007.08.004 10.1016/j.oceaneng.2007.08.008 10.1016/S0263-8231(00)00009-4 |
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| Keywords | Nonlinear finite element method Ultimate limit states (ULS) Stiffened panels Steel stiffened-plate structures Semi-analytical method Ultimate strength Combined biaxial compression and lateral pressure loads Plate elements Metallic structure Ultimate strength method Ultimate limit Modeling Finite element method Defect Thin wall Biaxial compression Longitudinal girder pressure loads Rupture Combined biaxial compression and lateral Transverse load Reinforced structure Reinforced plate Reinforced shell Non linear effect Ultimate load |
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| References | Paik, Kim, Seo (bib10) 2008; 35 ISO 18072-1 (bib2) 2007 Paik, Thayamballi (bib13) 2000; 37 ALPS/ULSAP, A computer program for ultimate limit state assessment for stiffened panels (version 2008.1). Ship and Offshore Structural Mechanics Laboratory, Pusan National University, Korea, 2008. IACS (bib5) 2006 ANSYS (bib11) 2007 Paik JK, Seo JK. Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part I: Plate elements. Thin-Walled Struct 2008, this issue IMO (bib1) 2006 . Paik, Kim, Seo (bib9) 2008; 35 Paik, Thayamballi (bib7) 2007 ISO/CD 18072-2 (bib3) 2006 IACS (bib4) 2006 Paik, Kim, Seo (bib8) 2008; 35 Paik, Thayamballi (bib6) 2003 Paik (10.1016/j.tws.2008.08.006_bib13) 2000; 37 Paik (10.1016/j.tws.2008.08.006_bib10) 2008; 35 Paik (10.1016/j.tws.2008.08.006_bib7) 2007 Paik (10.1016/j.tws.2008.08.006_bib6) 2003 10.1016/j.tws.2008.08.006_bib14 ISO 18072-1 (10.1016/j.tws.2008.08.006_bib2) 2007 10.1016/j.tws.2008.08.006_bib12 ANSYS (10.1016/j.tws.2008.08.006_bib11) 2007 Paik (10.1016/j.tws.2008.08.006_bib8) 2008; 35 ISO/CD 18072-2 (10.1016/j.tws.2008.08.006_bib3) 2006 Paik (10.1016/j.tws.2008.08.006_bib9) 2008; 35 IACS (10.1016/j.tws.2008.08.006_bib5) 2006 IMO (10.1016/j.tws.2008.08.006_bib1) 2006 IACS (10.1016/j.tws.2008.08.006_bib4) 2006 |
| References_xml | – volume: 35 start-page: 261 year: 2008 end-page: 270 ident: bib8 article-title: Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part I—unstiffened plates publication-title: Ocean Eng – year: 2006 ident: bib5 article-title: Common structural rules for bulk carriers – year: 2007 ident: bib7 article-title: Ship-shaped offshore installations: design, building, and operation – year: 2003 ident: bib6 article-title: Ultimate limit state design of steel-plated structures – volume: 35 start-page: 281 year: 2008 end-page: 286 ident: bib10 article-title: Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part III hull girders publication-title: Ocean Eng – reference: ALPS/ULSAP, A computer program for ultimate limit state assessment for stiffened panels (version 2008.1). Ship and Offshore Structural Mechanics Laboratory, Pusan National University, Korea, 2008. – year: 2006 ident: bib4 article-title: Common structural rules for double hull oil tankers – year: 2006 ident: bib3 article-title: Ships and marine technology—ship structures—Part 2: requirements for their ultimate limit state assessment – year: 2006 ident: bib1 article-title: Goal-based standards – year: 2007 ident: bib2 article-title: Ships and marine technology—ship structures—Part 1: general requirements for their limit state assessment – volume: 37 start-page: 27 year: 2000 end-page: 55 ident: bib13 article-title: Buckling strength of steel plating with elastically restrained edges publication-title: Thin-Walled Struct – year: 2007 ident: bib11 article-title: User's manual (version 10.0) – reference: Paik JK, Seo JK. Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part I: Plate elements. Thin-Walled Struct 2008, this issue, – reference: . – volume: 35 start-page: 271 year: 2008 end-page: 280 ident: bib9 article-title: Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part II stiffened panels publication-title: Ocean Eng – year: 2007 ident: 10.1016/j.tws.2008.08.006_bib11 – year: 2007 ident: 10.1016/j.tws.2008.08.006_bib7 – ident: 10.1016/j.tws.2008.08.006_bib12 – ident: 10.1016/j.tws.2008.08.006_bib14 doi: 10.1016/j.tws.2008.08.005 – year: 2006 ident: 10.1016/j.tws.2008.08.006_bib4 – year: 2006 ident: 10.1016/j.tws.2008.08.006_bib5 – year: 2006 ident: 10.1016/j.tws.2008.08.006_bib3 – year: 2003 ident: 10.1016/j.tws.2008.08.006_bib6 – year: 2007 ident: 10.1016/j.tws.2008.08.006_bib2 – year: 2006 ident: 10.1016/j.tws.2008.08.006_bib1 – volume: 35 start-page: 271 year: 2008 ident: 10.1016/j.tws.2008.08.006_bib9 article-title: Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part II stiffened panels publication-title: Ocean Eng doi: 10.1016/j.oceaneng.2007.08.007 – volume: 35 start-page: 261 year: 2008 ident: 10.1016/j.tws.2008.08.006_bib8 article-title: Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part I—unstiffened plates publication-title: Ocean Eng doi: 10.1016/j.oceaneng.2007.08.004 – volume: 35 start-page: 281 year: 2008 ident: 10.1016/j.tws.2008.08.006_bib10 article-title: Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part III hull girders publication-title: Ocean Eng doi: 10.1016/j.oceaneng.2007.08.008 – volume: 37 start-page: 27 year: 2000 ident: 10.1016/j.tws.2008.08.006_bib13 article-title: Buckling strength of steel plating with elastically restrained edges publication-title: Thin-Walled Struct doi: 10.1016/S0263-8231(00)00009-4 |
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| SubjectTerms | Combined biaxial compression and lateral pressure loads Exact sciences and technology Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Nonlinear finite element method Physics Plate elements Semi-analytical method Solid mechanics Steel stiffened-plate structures Stiffened panels Structural and continuum mechanics Ultimate limit states (ULS) Ultimate strength |
| Title | Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part II: Stiffened panels |
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