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Experimental and numerical analysis of bolted two plates using a developed shear theory

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this study, a software has been developed for calculating static strength of bolted steel plates. This software has been developed by adding equations covering the bending moment that occurs during a tensile test as well as under real loading conditions. In order to test the accuracy of this program, 5 samples with the M6 bolt connection were prepared. In addition, the simulation result was compared with the experimental work performed with tensile tests and the finite element analysis made in Ansys.
Rocznik
Strony
509--520
Opis fizyczny
Bibliogr. 29 poz., rys., tab.
Twórcy
  • Institute of Pure and Applied Sciences, Marmara University, Istanbul, Turkey
  • Faculty of Technology, Marmara University, Istanbul, Turkey
autor
  • Institute of Pure and Applied Sciences, Marmara University, Istanbul, Turkey
  • Faculty of Technology, Marmara University, Istanbul, Turkey
Bibliografia
  • 1. Albiez M., Damm J., Ummenhofer T., Kaufmann M., Vallée T., Myslicki S., 2022, Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation, Engineering Structures, 259, 114186.
  • 2. Ansari R., Hassani R., Gholami Y., Rouhi H., 2023, Numerical nonlinear bending analysis of FG-GPLRC plates with arbitrary shape including cutout, Structural Engineering and Mechanics, 85, 2, 147-161.
  • 3. Esmaeili F., Zehsaz M., Chakherlou T., 2014, Investigation the effect of tightening torque on the fatigue strength of double lap simple bolted and hybrid (bolted–bonded) joints using volumetric method, Materials and Design, 63, 349-359.
  • 4. Fink A., Camanho P., 2011, Reinforcement of composite bolted joints by means of local metal hybridization, Composite Joints and Connections, 3-34.
  • 5. Giannella V., Sepe R., Citarella R., Armentani E., 2021, FEM modelling approaches of bolt connections for the dynamic analyses of an automotive engine, Applied Sciences, 11, 10, 4343, 1-12.
  • 6. Guo X., Zong S., Gao S., Zhu S., Zhang Y., 2020, Ductile failure of occlusive high strength bolt connections under shear force, Journal of Constructional Steel Research, 168, 105982.
  • 7. Guzas E., Behan K., Davis J., 2015, 3D finite element modeling of single bolt connections under static and dynamic tension loading, Shock and Vibration, article ID 205018, 1-12.
  • 8. Hammami C., 2022, Nmerical investigation of static behavior of bolted joints, Journal of Theoretical and Applied Mechanics, 60, 3, 385-394.
  • 9. He L., Zhang B., Guo C., Shi W., 2021, Stress and load distribution analysis in bolt connection with modified thread profile under high temperature conditions, Journal of Theoretical and Applied Mechanics, 59, 469-480.
  • 10. Ibrahim A., 2020, On the Effective Finite Element Simplification of Bolted Joints: Static and Modal Analyses, Dubai: Master Thesis, Rochester Institute of Technology.
  • 11. Karasev A., Varianychko M., Bessmertnyi Y., Krasovsky V., Karasev G., 2020, Numerical analysis of experimental research on buckling of closed shallow conical shells under external pressure, Journal of Theoretical and Applied Mechanics, 58, 1, 117-126.
  • 12. Kim J., Yoon J.-C., Kang B.-S., 2007, Finite element analysis and modeling of structure with bolted joints, Applied Mathematical Modelling, 31, 895-911.
  • 13. Kontoleon M., Kaziolas D., Zygomalas M., Baniotopoulos C., 2003, Analysis of steel bolted connections by means of a nonsmooth optimization procedure, Computers and Structures, 81, 2455-2465.
  • 14. Li P., Li W., Wei P., Wang Q., 2020, Research on finite element analysis and modelling of bolted joint, IOP Conference Series: Materials Science and Engineering, Bristol, UK: IOP Publishing Ltd., 156-167.
  • 15. Li Q., Young B., 2021, Tests of cold-formed steel built-up open section members under eccentric compressive load, Journal of Constructional Steel Research, 184, 1-12.
  • 16. Liu Y., Li M., Lu X., Li Q., Zhu X., 2021, Pull-out performance and optimization of a novel Interference-fit rivet for composite joints, Composite Structures, 269, 114041.
  • 17. Nguyen T.-T., Thai H.-T., Li D., Wang J., Uy B., Ngo T., 2022, Behaviour and design of eccentrically loaded CFST columns with high strength materials and slender sections, Journal of Constructional Steel Research, 188, 1-16.
  • 18. Piscan I., Predincea N., Pop N., 2010, Finite element analysis of bolted joint, Proceedings in Manufacturing Systems, 5, 167-172.
  • 19. Pitrakkos T., Tizani W., Cabrera M., Faque Salh N., 2021, Blind bolts with headed anchors under combined tension and shear, Journal of Constructional Steel Research, 179, 106546.
  • 20. Qi H., Chen S., Zou J., Zhang H., Liu M., Ju J., Sang X., 2021, Numerical study on the dynamic response of a concrete fillet steel tubular long column under axial impact by a rigit body, Journal of Theoretical and Applied Mechanics, 59, 551-563.
  • 21. Rajanayagam H., Gunawardena T., Mendis P., Poologanathan K., Gatheeshgar P., Dissanayake M., Corradi M., 2022, Evaluation of inter-modular connection behaviour under lateral loads: An experimental and numerical study, Journal of Constructional Steel Research, 194, 1-16.
  • 22. Rakotondrainibe L., Desai J., Orval P., Allaire G., 2022, Coupled topology optimization of structure and connections for bolted mechanical systems, European Journal of Mechanics – A Solids, 93, 104499.
  • 23. Ramires F., Andrade S., Silva Vellasco P.C.G.D.S., de Lima L.R.O., 2012, Genetic algorithm optimization of composite and steel endplate semi-rigid joints, Engineering Structures, 45, 177-191.
  • 24. Ribeiro Dos Santos L., Barreto Caldas R., Prates J.A., Rodrigues F.C., Cardoso H., 2022, Design procedure to bearing concrete failure in composite cold-formed steel columns with riveted bolt shear connectors, Engineering Structures, 256, 114003.
  • 25. Tanriver K., Ay M., 2020, Topology optimization of a steel construction bolt under boundary conditions, Euroasia Journal of Mathematics, Engineering, Natural and Medical Sciences, 7, 12, 31-47.
  • 26. Yao Y., Huang H., Zhang W., Ye Y., Xin L., Liu Y., 2022, Seismic performance of steel-PEC spliced frame beam, Journal of Constructional Steel Research, 197, 1-11.
  • 27. Ye J., Quan G., Yun X., Guo X., Chen J., 2022, An improved and robust finite element model for simulation of thin-walled steel bolted connections, Engineering Structures, 250, 113368.
  • 28. Zhou F., Huang L., Li H.-T., 2022, Cold-formed stainless steel SHS and RHS columns subjected to local-flexural interactive buckling, Journal of Constructional Steel Research, 188, 106999.
  • 29. Żylinski B., Buczkowski R., 2010, Analysis of bolt joint using the finite element method, Archive of Mechanical Engineering, LVII, 3, 275-292.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2d137c80-a449-4f2c-bc22-09833ef65d1a
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