Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation
Само за регистроване кориснике
2018
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainless steel columns presented in the accompanying paper (Dobric et al., submitted for publication), a detailed Finite Element Analysis (FEA) has been performed to simulate the experiment and identify the key factors affecting the buckling response. The FEA entailed realistic geometry, measured geometric imperfections and material properties of the specimens. Very good agreement was obtained between the experiment and FEA, which proved the capability of the computational approach to replicate experimental results and predict ultimate buckling loads. In the absence of explicit design rules for flexural buckling resistance of stainless steel closely spaced built-up members, the experimental results were compared with design predictions according to the existing European Standard and American Specification for carbon steel structures. The findings indicate that the mentioned design standards m...ay be very conservative regarding the buckling resistance of stainless steel built-up members; this under-prediction may be associated with the impact assessment of chord slenderness and interconnection stiffness on the buckling response. The main purpose of this research is to establish a qualitative data base reliable for the further quantitative numerical parameter analysis and for the development of new design rules for compressed stainless steel cold-formed built-up members.
Кључне речи:
Stainless steel / Built-up member / Flexural buckling / Finite element analysis / Design resistanceИзвор:
Journal of Constructional Steel Research, 2018, 140, 247-260Издавач:
- Elsevier Ltd
Финансирање / пројекти:
- Истраживање стања и метода унапређења грађевинских конструкција са аспекта употребљивости, носивости, економичности и одржавања (RS-MESTD-Technological Development (TD or TR)-36048)
DOI: 10.1016/j.jcsr.2017.10.032
ISSN: 0143-974X
WoS: 000419413000020
Scopus: 2-s2.0-85032827653
Институција/група
GraFarTY - JOUR AU - Dobrić, Jelena AU - Pavlović, Marko AU - Marković, Zlatko AU - Buđevac, Dragan AU - Spremić, Milan PY - 2018 UR - https://grafar.grf.bg.ac.rs/handle/123456789/950 AB - In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainless steel columns presented in the accompanying paper (Dobric et al., submitted for publication), a detailed Finite Element Analysis (FEA) has been performed to simulate the experiment and identify the key factors affecting the buckling response. The FEA entailed realistic geometry, measured geometric imperfections and material properties of the specimens. Very good agreement was obtained between the experiment and FEA, which proved the capability of the computational approach to replicate experimental results and predict ultimate buckling loads. In the absence of explicit design rules for flexural buckling resistance of stainless steel closely spaced built-up members, the experimental results were compared with design predictions according to the existing European Standard and American Specification for carbon steel structures. The findings indicate that the mentioned design standards may be very conservative regarding the buckling resistance of stainless steel built-up members; this under-prediction may be associated with the impact assessment of chord slenderness and interconnection stiffness on the buckling response. The main purpose of this research is to establish a qualitative data base reliable for the further quantitative numerical parameter analysis and for the development of new design rules for compressed stainless steel cold-formed built-up members. PB - Elsevier Ltd T2 - Journal of Constructional Steel Research T1 - Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation EP - 260 SP - 247 VL - 140 DO - 10.1016/j.jcsr.2017.10.032 ER -
@article{ author = "Dobrić, Jelena and Pavlović, Marko and Marković, Zlatko and Buđevac, Dragan and Spremić, Milan", year = "2018", abstract = "In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainless steel columns presented in the accompanying paper (Dobric et al., submitted for publication), a detailed Finite Element Analysis (FEA) has been performed to simulate the experiment and identify the key factors affecting the buckling response. The FEA entailed realistic geometry, measured geometric imperfections and material properties of the specimens. Very good agreement was obtained between the experiment and FEA, which proved the capability of the computational approach to replicate experimental results and predict ultimate buckling loads. In the absence of explicit design rules for flexural buckling resistance of stainless steel closely spaced built-up members, the experimental results were compared with design predictions according to the existing European Standard and American Specification for carbon steel structures. The findings indicate that the mentioned design standards may be very conservative regarding the buckling resistance of stainless steel built-up members; this under-prediction may be associated with the impact assessment of chord slenderness and interconnection stiffness on the buckling response. The main purpose of this research is to establish a qualitative data base reliable for the further quantitative numerical parameter analysis and for the development of new design rules for compressed stainless steel cold-formed built-up members.", publisher = "Elsevier Ltd", journal = "Journal of Constructional Steel Research", title = "Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation", pages = "260-247", volume = "140", doi = "10.1016/j.jcsr.2017.10.032" }
Dobrić, J., Pavlović, M., Marković, Z., Buđevac, D.,& Spremić, M.. (2018). Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation. in Journal of Constructional Steel Research Elsevier Ltd., 140, 247-260. https://doi.org/10.1016/j.jcsr.2017.10.032
Dobrić J, Pavlović M, Marković Z, Buđevac D, Spremić M. Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation. in Journal of Constructional Steel Research. 2018;140:247-260. doi:10.1016/j.jcsr.2017.10.032 .
Dobrić, Jelena, Pavlović, Marko, Marković, Zlatko, Buđevac, Dragan, Spremić, Milan, "Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation" in Journal of Constructional Steel Research, 140 (2018):247-260, https://doi.org/10.1016/j.jcsr.2017.10.032 . .