Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns
The behaviour of austenitic, ferritic and duplex stainless steel Rectangular and Square Hollow Section members subjected to compression and combined loading is investigated in this paper. A full slenderness range Direct Strength Method (DSM) approach is proposed based on experimental results and num...
| Authors: | ; ; |
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| Format: | Article |
| Publication date: | 2017 |
| Country: | España |
| Institution: | Universitat Politècnica de Catalunya (UPC) |
| Repository: | UPCommons. Portal del coneixement obert de la UPC |
| Language: | English |
| OAI Identifier: | oai:upcommons.upc.edu:2117/107114 |
| Online Access: | https://hdl.handle.net/2117/107114 https://dx.doi.org/10.1016/j.jcsr.2017.07.011 |
| Access Level: | Open access |
| Keyword: | Steel, Structural--Testing beam-column column Direct Strength Method flexural buckling hollow section interaction equation local buckling stainless steel Construccions metàl·liques -- Assaigs de materials Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques |
| _version_ | 1878730018925838336 |
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| author | Arrayago Luquin, Itsaso|||0000-0002-0054-9322 |
| author2 | Rasmussen, Kim J.R. Real Saladrigas, Esther|||0000-0003-1723-3380 |
| author2_role | author author |
| author_browse | Arrayago Luquin, Itsaso|||0000-0002-0054-9322 Rasmussen, Kim J.R. Real Saladrigas, Esther|||0000-0003-1723-3380 |
| author_facet | Arrayago Luquin, Itsaso|||0000-0002-0054-9322 Rasmussen, Kim J.R. Real Saladrigas, Esther|||0000-0003-1723-3380 |
| author_role | author |
| collection | UPCommons. Portal del coneixement obert de la UPC |
| description | The behaviour of austenitic, ferritic and duplex stainless steel Rectangular and Square Hollow Section members subjected to compression and combined loading is investigated in this paper. A full slenderness range Direct Strength Method (DSM) approach is proposed based on experimental results and numerical strengths obtained from FE parametric studies. The method accounts for local buckling effects and enhanced material properties are also incorporated for those members stable enough to allow partial yielding of the cross-sections. The proposed method is based on strength curves previously provided for cross-sections although additional limitations have been adopted. The DSM approach for columns is based on existing buckling curves and provides accurate resistance predictions for slender and stocky cross-sections. The proposed DSM approach for beam-columns also improves capacity predictions for stocky and slender cross-sections obtained from the traditional methods for different bending moment distributions. This is attributed to the fact that the beam-column behaviour is directly calculated with a unique strength curve, considering the member and section slendernesses based on the elastic instabilities of the section subjected to the actual stress distribution instead of calculating the compressive and flexural strengths independently and combining these through an interaction equation, as is the traditional uncoupled approach. Finally, a reliability study of the full slenderness range DSM approach is presented to determine resistance factors for the different stainless steel grades columns and beam-columns |
| eu_rights_str_mv | openAccess |
| format | article |
| id | ES_13b5b0f12986f52f6a6a931f0b5483bf |
| institution | Universitat Politècnica de Catalunya (UPC) |
| instname_str | Universitat Politècnica de Catalunya (UPC) |
| language | eng |
| network_acronym_str | ES |
| network_name_str | España |
| oai_identifier_str | oai:upcommons.upc.edu:2117/107114 |
| publishDate | 2017 |
| publishDateSort | 2017 |
| reponame_str | UPCommons. Portal del coneixement obert de la UPC |
| spelling | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns Arrayago Luquin, Itsaso|||0000-0002-0054-9322 Rasmussen, Kim J.R. Real Saladrigas, Esther|||0000-0003-1723-3380 Steel, Structural--Testing beam-column column Direct Strength Method flexural buckling hollow section interaction equation local buckling stainless steel Construccions metàl·liques -- Assaigs de materials Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques The behaviour of austenitic, ferritic and duplex stainless steel Rectangular and Square Hollow Section members subjected to compression and combined loading is investigated in this paper. A full slenderness range Direct Strength Method (DSM) approach is proposed based on experimental results and numerical strengths obtained from FE parametric studies. The method accounts for local buckling effects and enhanced material properties are also incorporated for those members stable enough to allow partial yielding of the cross-sections. The proposed method is based on strength curves previously provided for cross-sections although additional limitations have been adopted. The DSM approach for columns is based on existing buckling curves and provides accurate resistance predictions for slender and stocky cross-sections. The proposed DSM approach for beam-columns also improves capacity predictions for stocky and slender cross-sections obtained from the traditional methods for different bending moment distributions. This is attributed to the fact that the beam-column behaviour is directly calculated with a unique strength curve, considering the member and section slendernesses based on the elastic instabilities of the section subjected to the actual stress distribution instead of calculating the compressive and flexural strengths independently and combining these through an interaction equation, as is the traditional uncoupled approach. Finally, a reliability study of the full slenderness range DSM approach is presented to determine resistance factors for the different stainless steel grades columns and beam-columns https://hdl.handle.net/2117/107114 https://dx.doi.org/10.1016/j.jcsr.2017.07.011 |
| spellingShingle | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns Arrayago Luquin, Itsaso|||0000-0002-0054-9322 Steel, Structural--Testing beam-column column Direct Strength Method flexural buckling hollow section interaction equation local buckling stainless steel Construccions metàl·liques -- Assaigs de materials Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques |
| title | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns |
| title_full | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns |
| title_fullStr | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns |
| title_full_unstemmed | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns |
| title_short | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns |
| title_sort | Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns |
| topic | Steel, Structural--Testing beam-column column Direct Strength Method flexural buckling hollow section interaction equation local buckling stainless steel Construccions metàl·liques -- Assaigs de materials Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques |
| topic_facet | Steel, Structural--Testing beam-column column Direct Strength Method flexural buckling hollow section interaction equation local buckling stainless steel Construccions metàl·liques -- Assaigs de materials Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques |
| url | https://hdl.handle.net/2117/107114 https://dx.doi.org/10.1016/j.jcsr.2017.07.011 |