THE STIFFNESS OF STEEL-PLATE COMPOSITE STRUCTURES FOR SHORT-TERM LOADS
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Abstract
The features of the behavior of steel-plate composite walls for static short-term loads are considered. Based on the analysis of modern technical and regulatory documentation, the rationale for the chosen research topic is given. A review of the literature is performed, and the features of development are noted. Description and features of the experimental structures are presented. Analytical and numerical calculations of structures for central compression have been performed. A description of the calculation complex is presented; a description of numerical models, features of their construction and calculation are given. Calculation results are presented – features of changes in structural rigidity during load application. The general types of experimental models tested for central compression are presented, and the destruction pattern is shown. The analysis of the experimental data obtained and their comparison with analytical and numerical calculations are performed. An assessment of the features of modeling steel-plate composite structures in software complexes is given.
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References
Travush V.I. Experimental Investigations of Steel-Reinforced Concrete Structures Operating in Eccentric Compression [Text]. - Travush V.I., Konin D.V., Rozhkova L.S., Krylov A.S., Kaprielov S.S., Chilin I.A., Fimkin A.I. - Academia. Architecture and Construction. 2016. № 3. - Pp. 127-135.
Travush V.I. Determination of the shear bearing capacity of the contact surface “steel-concrete” in steel-reinforced concrete structures for concrete of different compressive strength and fiber concrete [Text]. - Travush V.I., Kaprielov S.S., Konin D.V., Krylov A.S., Kashevarova G.G., Chilin I.A. - Building and Reconstruction. - 2016, №4 (66). - Pp. 45-55.
Travush V.I. Calculation of a steel reinforced concrete column of a high-rise building for oblique off-centered compression [Text]. - Desyatkin M.A., Konin D.V., Martirosyan A.S., Travush V.I. - Housing construction. - 2015. № 5. - Pp. 92-95.
Travush V.I. Domestic and foreign experience of research of steel-reinforced concrete structures operation on off-center compression [Text]. - Travush V.I., Rozhkova L.S., Krylov A.S. - Building and reconstruction. - 2016, №5. - С. 31-44.
Arleninov P.D. Deformation and stability of compressed and eccentrically compressed rod reinforced concrete elements with account of creep and cracking [Text]. - Candidate's thesis, JSC “SIC ‘Construction’ (A.A. Gvozdev Research Institute of Reinforced Concrete). - 2016. - 143 p.
Krylov S.B. Critical force for reinforced concrete rod elements [Text]. - Academia. Architecture and Construction. - 2012. №2. - pp. 136-138.
Takeuchi M., Narikawa M., Matsuo I., Hara, K. and Usami S. (1998) Study on a Concrete Filled Structure for Nuclear Power Plants. Nuclear Engineering and Design, vol. 179, no 2, pp. 209–223.
Takeuchi M., Fujita F., Funakoshi A., Shohara R., Akira S. and Matsumoto R. (1999) Experimental Study on Steel Plate Reinforced Concrete Structure, Part 2: Response of SC Members Subjected to Out-of-Plane Load (Outline of the Experimental Program and the Results). Proceedings of the Annual Conference of Architectural Institute of Japan, (in Japanese), pp. 1.037–1.038.
Moon I.H., Kim S.M., Kim W.B. and Kim W.K. (2007) The Use of Steel Plate Concrete for Structural Module of NPP Structures, Journal of the Korean Society of Steel Construction (in Korean), vol. 19, no. 2, pp 740–745.
Moon I.H., Kim T.Y. and You S.T. (2008) Nuclear Power Plant Structure and SC Structure Design, Journal of the Korean Society of Steel Construction (in Korean), vol. 20, no. 2, pp. 14–23.
Kim W.B. and Kim W.K. (2008) Status and Background in Developing SC Structure Specifications for Nuclear Power Plants, Journal of the Korean Society of Steel Construction (in Korean), vol. 20, no. 2, pp. 9–13.
Lee U.W., Kim K.K., Mun T.Y. and Sun W.S. (2008) Nuclear Power Plant Construction and SC Structures, Journal of the Korean Society of Steel Construction (in Korean), vol. 20, no. 2.
Lee S.J., Choi B.J. and Kim T.K. (2009) An Experimental Study on the Behavior of Steel Plate Concrete Wall with Vertical Ribs, Journal of the Korean Society of Steel Construction (in Korean), vol. 21, no. 3, pp. 277–287.
Hong S., Kim W., Lee K., Hong N.K. and Lee D. (2009) Out-of-Plane Shear Strength of Steel Plate Concrete Walls Dependent on Bond Behavior, Transactions of the 20th International Conference on Structural Mechanics in Reactor Technology, SMiRT-20, Div-6: Paper 1,855, Espoo, Finland, IASMIRT, North Carolina State University, Raleigh, NC, pp. 1–10.
Song X., Chu M., Ge H. and Wang H. (2014) A Failure Criterion for Steel-Concrete Composite Walls. Sustainable Development of Critical Infrastructure, ASCE, pp. 324–331.
Leng Y.-B., Song X.-B., Chu M. and Ge H.-H. (2015) Experimental Study and Theoretical Analysis of Resistance of Steel-Concrete-Steel Sandwich Beams. Journal of Structural Engineering, ASCE, vol. 141, no. 2.
Leng Y.-B., Song X.-B. and Wang H.-L. (2015) Failure Mechanism and Shear Strength of Steel-Concrete-Steel Sandwich Deep Beams, Journal of Constructional Steel Research, vol. 106, pp. 89–98.
Arleninov, P.D. Analysis of different methods of calculation schemes creation at computer modeling of load-bearing structures // BST: Bulletin of Building Technology. - №5(969). - 2015 - Pp.58-59.
Bezgodov, I. Relationship between strength and deformation characteristics of high-strength self-compacting concrete / Bezgodov, I., Kaprielov, S., & Sheynfeld, A. // International Journal for Computational Civil and Structural Engineering. – 2022. №18(2), pp. 175–183.
Kaprielov, S. Control of heavy concrete characteristics affecting structural stiffness / Kaprielov, S., Sheinfeld, A., Selyutin, N. // International Journal for Computational Civil and Structural Engineering. – 2022. №18(1), pp. 24–39.
Mukhamediev T.A. Calculation of strength of steel-reinforced concrete columns using deformation model [Text]. - Mukhamediev T.A., Starchikova O.I. - Concrete and Reinforced Concrete. - 2006. №4. - Pp. 18-21.
Karpenko N.I. General models of reinforced concrete mechanics [Text]. - Karpenko N.I. - M.: Stroyizdat. - 1996.- 416 p.
Karpenko N.I. About diagrammatic methodology of calculation of deformations of rod elements and its particular cases [Text]. - Karpenko N.I., Karpenko S.N. - Concrete and reinforced concrete. - 2012. №6. - Pp. 20-27.
Karpenko N.I. Analysis and improvement of curvilinear concrete deformation diagrams for calculation of reinforced concrete structures by deformation model [Text]. - Karpenko N.I., Sokolov B.S., Radaykin O.V. - Industrial and civil construction. - 2013. №1. - Pp.28-30
Murashkin G.V. Modeling of a concrete deformation diagram and a scheme of a stress-strain state [Text]. - Murashkin G.V., Murashkin V.G. - Herald of higher educational institutions. Construction. - 1997. №10. - Pp. 4-6.
Mordovskiy S.S. Stress state of experimental specimens under off-center loading [Text]. - Mordovskiy S.S., Murashkin V.G. - Modern problems of science and education. - 2012. № 4. - URL: http://science-education.ru/ru/article/view?id=6794 (date of reference: 01.03.2018).