PROBABILISTIC MODELING OF RESISTANCE OF STEEL ELEMENTS
Article Sidebar
Main Article Content
Abstract
In the article the problem of probabilistic description of the resistance of steel elements is considered. Generalized statistics of the strength characteristics of steel, geometric characteristics of sections and uncertainty of resistance models of steel elements are presented based on the analysis of modern research. Emphasis is placed on the model of resistance adopted in the Eurocodes. The values of the partial factor for the resistance model are obtained based on the target reliability levels.
Article Details
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
JCSS Probabilistic Model Code // Joint Committee of Structural Safety[Electronic resource]. – 2001.
Мартынов, Ю.С. Статистические параметры базисных переменных, входящих в модели сопротивления стального элемента / Ю.С. Мартынов, В.В. Надольский // Архитектура и строительные науки. – 2014. – № 1, 2(18, 19). – С. 39–41.
Балдин, В.А. Обеспеченность нормативных и расчетных сопротивлений малоуглеродистой стали для строительных металлоконструкций / В.А. Балдин, М.Р. Урицкий // Промышленное строительствово. – 1978. – № 6. – С. 19–21.
Уваров, Б.Ю. Статистическое исследование свойств и обоснование расчетных сопротивлений низколегированных сталей для строительных металлических конструкций: автореф. дис. ... канд. техн. наук / Б.Ю. Уваров; МИСИ. – М., 1970. – 16 с.
Урицкий, М.Р. Исследование обеспеченности нормативных и расчетных сопротивлений малоуглеродистой стали для строительных конструкций: автореф. дис. ... канд. техн. наук / М.Р. Урицкий; ЦНИИСК. – М., 1975. – 19 с.
Ведяков, И.И. Современные принципы нормирования качества материалов и стальных конструкций / И.И. Ведяков // Строительная механика и расчет сооружений. – 2007. – № 2. – С. 62–64.
Statistical evaluation of the lateral – torsional buckling resistance of steel I-beams. Part 2: Variability of steel properties / L. Simões da Silva [et al.] // Journal of Constructional Steel Research. – 2009. – № 4(65). – P. 832–849.
Byfield, M.P. Steel design and reliability using Eurocode 3 / M.P. Byfield. PhD thesis, University of Nottingham, 1996.
Design characteristics of structural steels based on statistical analysis of metallurgical products / J. Melcher [et al.] // Journal of Constructional Steel Research. – 2004. – Vol. 60, № 3–5. – P. 795–808.
Kala, Z.D. Comparison of Material Characteristics of Austrian and Czech Structural Steels / Z. Kala, J. Melcher, D. Novák // International Journal of Materials and Structural Reliability. – 2005. – № 1(3). – P. 43–50.
Sýkora, M. Reliability Analysis of a Steel Frame / M. Sýkora // In: Acta Polytechnica, Vydavatelství ČVUT, Prague, Czech Republic. – 2002. – № 4(42). – P. 27–34.
Kala, Z. Influence of partial safety factors on design reliability of steel structures – probability and fuzzy probability assessments / Z. Kala // Journal of civil engineering and management. – 2007. – № 4(XIII). – P. 291–296.
Holicky, M. Safety design of lightweight roofs exposed to snow loads / M. Holicky // Engineering Sciences. – 2007. – № 58. – P. 51–57.
Sýkora, M. Reliability-based design of roofs exposed to a snow load / M. Sýkora, M. Holicky // In Li, J. Zhao, Y.G. Chen (eds.) // Reliability Engineering – Proceedings of the International Workshop on Reliability Engineering and Risk Management IWRERM 2008, Shanghai, 21 – 23 August 2008. – Shanghai: Tongji University Press. – 2009. – P. 183–188.
Beck, A.T. A firts attempt towards reliability – based calibration of Brazilian Structural Design codes / A.T. Beck, Jr. Souza // Journal of the Brazilian Society of Mechanical Sciences and Engineering. – 2010. – № 2(XXXII). – P. 119–127.
Sýkora, M. Comparison of load combination models for probabilistic calibrations / M. Sýkora, M. Holicky // Proceedings of 11th International Conference on Applications of Statistics and Probability in Civil Engineering ICASP11, 1–4 August, 2011, ETH Zurich, Switzerland. Leiden (The Netherlands): Taylor & Francis/Balkema. – 2011. – P. 977–985.
Gulvanessian, H. Reliability based calibration of Eurocodes considering a steel member / H. Gulvanessian, M. Holicki // Workshop on Reliability Based Code Calibration: Press Release, Zurich, March 21–22, 2002 [Electronic resource] / Swiss Federal Institute of Technology (ETH Zurich). – 2002.
Vrouwenvelder, A.C.W.M. Probabilistic calibration procedure for the derivation of partial safety factors for the Netherlands building codes / A.C.W.M. Vrouwenvelder, A.J.M. Siemes // Delft University of Technology. – 1987. – HERON, 32(4). – P. 9–29.
Honfi, D. Reliability of beams according to Eurocodes in serviceability limit state / D. Honfi, A.Mårtensson, S. Thelandersson // Engineering Structures. – 2012. – Vol. 35. – P. 48–54.
Nadol’skiy, V.V. Comparison of the reliability levels provided by Eurocodes and by standards of the Republic of Belarus / V.V. Nadol’skiy, M. Holický, M. Sýkora // Вестн. МГСУ. – 2013. – № 2. – С. 7–21.
Holický, M. Calibration of Reliability Elements for a Column / M. Holický, J. Markova // Workshop on Reliability Based Code Calibration: Press Release, Zurich, March 21–22, 2002 [Electronic resource] / Swiss Federal Institute of Technology (ETH Zurich). – 2002.
Safety of Structures. An independent technical expert review of partial factors for actions and load combinations in EN 1990 “Basis of Structural Design”: BRE Client Report № 210297 [Electronic resource] / Building Research Establishment. – 2003.
Nadolski, V. Uncertainty in Resistance Models for Steel Members / V. Nadolski, M. Sýkora // Transactions of the VSB – Technical University of Ostrava. Construction Series. – 2014. – Vol. 14. – P. 26–37.
Надольский, В.В. Оценка ошибок моделей сопротивления сдвигу, принятых в EN 1993-1-5 и СНиП II-23 / В.В. Надольский, Ю.С. Мартынов // Вестн. МГСУ. – 2013. – № 5. – С. 7–20.
Byfield, M.P. An analysis of the true bending strength of steel beams / M.P. Byfield, D.A. Nethercot // Proceedings of the Institution of Civil Engineers-Structures and Buildings. – 1998. – Vol. 128, № 2. – P. 188–197.
Mateescu, D. Lateral-torsional buckling of steel beams / D. Mateescu, V. Ungureanu // International Colloquium “Recent Advances and New Trends in Structural Design”, 7–8 mai, 2004 / Editura Orizonturi Universitare. – Timisoara, 2004. – P. 165–174.
Kennedy, D.J.L. Limit states design of steel structures-performance factors / D.J.L. Kennedy, M. Gad Aly // Canadian Journal of Civil Engineering. – 1980. – Vol. 7, № 1. – P. 45–77.
Galambos, T.V. Load and resistance factor design criteria for steel beams / T.V. Galambos, M.K. Ravindra // Structural Division, Civil and Environmental Engineering Department; Washington University, St. Louis, MO, Research Report No. 27. – 1976.
Galambos, T.V. Reliability of the Member Stability Criteria in the 2005 AISC Specification / T.V. Galambos // International Journal of Steel Structures. – 2004. – Vol. 4, № 4. – P. 223–230.
Fukumoto, Y. Evaluation of multiple column curves using the experimental data-base approach / Y. Fukumoto, Y. Itoh // Journal of Constructional Steel Research. – 1983. – Vol. 3, № 3. – P. 2–19.
Bjorhovde, R. Columns: From Theory to Practice / R. Bjorhovde // AISC Eng. J. – 1988. – Vol. 25, № 1. – P. 21–34.
Sfintesco, D. Experimental Basis for the European Column Curves / D. Sfintesco // Constr. Met. – 1970. – Vol. 3. – P. 5–12.
Hoglund, T. Design of thin plate I-girders in shear and bending with special reference to web buckling (in Swedish), Bulletin No. 94 of the Division of Building Statics and Structural Engineering, The Royal Institute of Technology, Stockholm, Sweden, 1981.
Еврокод. Основы проектирования конструкций: ТКП EN 1990-2011. – Минск: Госстандарт Респ. Беларусь, 2012.
Most read articles by the same author(s)
- V. NADOLSKI, CALCULATION AND CONSTRUCTION OF THE FLANGE CONNECTION OF RECTANGULAR ELEMENTS SUBJECTED TO THE AXIAL TENSION, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2018)
- V. NADOLSKI, Yu. MARTYNOV, A. OSIPCHIK, PRACTICE OF A WIND LOAD STANDARDIZATION FOR THE TERRITORY OF THE REPUBLIC OF BELARUS: BACKGROUND AND CURRENT STATE, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2019)
- V. NADOLSKI, UNCERTAINTY OF THE DESIGN RESISTANCE MODELS OF STEEL STRUCTURES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2016)
- V. NADOLSKI, VERIFICATION AND VALIDATION OF A COMPUTER COMPUTATIONAL MODEL FOR THE DESIGN OF BUILDING STRUCTURES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2024)
- V. NADOLSKI, M. DZERHACHOU, EFFECTIVE WIDTH METHOD FOR THIN-WALLED COLD-FORMED ELEMENTS IN ACCORDANCE WITH EUROCODE 3, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2017)
- V. TUR, V. NADOLSKI, F. VEREVKA, PRINCIPLES OF CALCULATION OF DESIGN COMBINATIONS IN ACCORDANCE WITH TCP EN 1990, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2018)