Details
Title
Application of the generalized nonlinear constitutive law in 2D shear flexible beam structuresJournal title
Archives of Civil EngineeringYearbook
2021Volume
vol. 67Issue
No 3Authors
Affiliation
Mrówczyński, Damian : Research and Development Division, FEMAT Sp. z o.o., Romana Maya 1, 61-371, Poznan, Poland ; Gajewski, Tomasz : Poznan University of Technology, Institute of Structural Analysis, Piotrowo 5, 60-965 Poznan, Poland ; Garbowski, Tomasz : Poznan University of Life Sciences, Department of Biosystems Engineering, Wojska Polskiego 50, 60-627 Poznan, PolandKeywords
generalized nonlinear constitutive law ; finite element analysis ; nonlinear materials ; composite structures ; Timoshenko beam elementDivisions of PAS
Nauki TechniczneCoverage
157-176Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] Abaqus Documentation Collection, Abaqus Analysis User's Manual, Abaqus/CAE User's Manual, 2020.
[2] A. M. Barszcz, “Direct design and assessment of the limit states of steel planar frames using CSD advanced analysis”, Archives of Civil Engineering, 64(4), pp. 203–241, 2018. https://doi.org/10.2478/ace-2018-0071
[3] S. El-Tawil, C. F. Sanz-Picon, G. G. Deierlein, „Evaluation of ACI 318 and AISC (LRFD) strength provisions for composite beam-columns”, Journal of Constructional Steel Research, 34(1): pp 103–123, 1995.
[4] K. A. Farhan, M. A. Shallal, „Experimental behaviour of concrete-filled steel tube composite beams”, Archives of Civil Engineering, 66(2), pp. 235–252, 2020. https://doi.org/10.24425/ace.2020.131807
[5] T. Gajewski, T. Garbowski, „Calibration of concrete parameters based on digital image correlation and inverse analysis”, Archives of Civil and Mechanical Engineering, 14, pp. 170–180, 2014. https://doi.org/10.1016/J.ACME.2013.05.012
[6] T. Gajewski, T. Garbowski, „Mixed experimental/numerical methods applied for concrete parameters estimation”, Recent Advances in Computational Mechanics: proceedings of the 20th International Conference on Computer Methods in Mechanics (CMM 2013), Poznan, August, 2013, Editors: T. Łodygowski, J. Rakowski, P. Litewka, CRC Press/Balkema, pp. 293–302, 2014. https://doi.org/10.1201/B16513
[7] T. Garbowski, G. Maier, G. Novati, “Diagnosis of concrete dams by flat-jack tests and inverse analyses based on proper orthogonal decomposition”, Journal of Mechanics of Materials and Structures, 6 (1–4), pp. 181–202, 2011. https://doi.org/10.2140/JOMMS.2011.6.181
[8] B. Grzeszykowski, E. Szmigiera, „Nonlinear longitudinal shear distribution in steel-concrete composite beams”, Archives of Civil Engineering, 65(1), pp. 65–82, 2019. https://doi.org/10.2478/ace-2019-0005
[9] T. Jankowiak, T. Łodygowski, „Identification of parameters of concrete damage plasticity constitutive model”, Foundations of Civil and Environmental Engineering, No. 6, pp. 53–69, 2005.
[10] V. Jayanthi, C. Umarani, „Performance evaluation of different types of shear connectors in steel-concrete composite construction”, Archives of Civil Engineering, 64(2), pp. 97–110, 2018. https://doi.org/10.2478/ace-2018-0019
[11] T. Łodygowski, „Geometrycznie nieliniowa analiza sztywno-plastycznych i sprężysto-plastycznych belek i ram płaskich”, Warsaw, 1982.
[12] T. Łodygowski, M. Szumigała, „Engineering models for numerical analysis of composite bending members”, Mechanics of Structures and Machines, 20, pp. 363–380, 1992.
[13] S. A. Mahin, V. V. Bertero, RCCOLA, „a Computer Program for Reinforced Concrete Column Analysis: User's Manual and Documentation”, Department of Civil Engineering, University of California, 1977.
[14] S. A. Mirza, B. W. Skrabek, „Reliability of short composite beam-column strength interaction”, Journal of Structural Engineering, 117(8): pp 2320–2339, 1991.
[15] PN-EN 1992-1-1:2008 - Eurocode 2: Design of concrete structures - Part 1-1: General rules, and rules for buildings, 2008.
[16] G. Rakowski, Z. Kasprzyk, „Metoda Elementów Skończonych w mechanice konstrukcji”, OWPW, Poland, 2016.
[17] C. N. Reid, „Deformation geometry for materials scientists”, Pergamon, 1973.
[18] J. Rotter, P. Ansourian, „Cross-section behaviour and ductility in composite beams”, 1978.
[19] J. Siwiński, A. Stolarski, „Homogeneous substitute material model for reinforced concrete modeling”, Archives of Civil Engineering, 64(1), pp. 87–99, 2018. https://doi.org/10.2478/ace-2018-0006
[20] P. Szeptyński, „Teoria sprężystości”, Cracow, 2018.
[21] M. Szumigała, „Zespolone stalowo-betonowe konstrukcje szkieletowe pod obciążeniem doraźnym”, Wydawnictwo Politechniki Poznańskiej, Poland, 2007.
[22] A. Zirpoli, G. Maier, G. Novati, T. Garbowski, „Dilatometric tests combined with computer simulations and parameter identification for in-depth diagnostic analysis of concrete dams”, Life-Cycle Civil Engineering: proceedings of the 1st International Symposium on Life-Cycle Civil Engineering (IALCCE '08), Varenna, Lake Como, June, 2008, Editors: F. Biondini, D. M. Frangopol, CRC Press, 1, pp. 259–264, 2008. https://doi.org/10.1201/9780203885307