Abstract
For the past several decades, a codified design of steel connections in civil-engineering has been based on the component approach. For a very common end-plate connection, a tension component, named T-stub, usually dictates the connections’ behavior. This T-stub element is greatly investigated in the configuration with two bolts in a row, but the configuration with four bolts in a row is usually neglected, both in the studies and codes. This paper presents an experimental investigation of T-stub elements and important aspects of their numerical modeling. Special attention is dedicated to the material testing and modeling, since all of the tests were performed until bolt fracture. Uniaxial tests of steel specimens were performed using extensometers, strain gauges, and Aramis system, while the bolt material is additionally tested by microscopic examination and hardness testing. In order to obtain satisfactory calibration of numerical models developed in Abaqus, knowing material parameters including damage initiation and propagation is crucial. Several iterative numerical-experimental procedures for obtaining the true stress-strain curves are outlined and compared, along with the well-known Bridgman method. The advantages of using Aramis system in calibrating numerical model, for both material and assembly are demonstrated. In the end, comparisons of numerical and experimental behavior curves are presented and satisfactory results are obtained.
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References
Zoetemeijer, P.: A design method for the tension side of statically loaded, bolted beam-to-column connections. Heron Delft Univ. 20(1), 1–59 (1974)
Douty, R.T., McGuire, W.: High strength bolted connections with applications to plastic design. University of Missouri, Columbia (1965)
Jaspart, J.P.: Etude de la semi-rigidite des noeuds poutre-colonne et son influence sur la resistance et la stabilite des ossatures en acier. Université de Liège, Belgium (1991)
Eurocode 3: Design of steel structures - Part 1–8: Design of joints. CEN, Brussels (2005)
Dranger, T.S.: Yield line analysis of bolted hanging connections. Eng. J. 14(3), 92–97 (1977)
Mann, A.P., Morris, L.J.: Limit design of extended end-plate connections. J. Struct. Div. 105(3), 511–526 (1979)
Specification for Structural Steel Buildings. AISC, USA (2010)
Arasaratnam, P., Sivakumaran, K.S., Tait, M.J.: True stress-true strain models for structural steel elements. ISRN Civ. Eng. 2011, 1–11 (2011)
Bridgman, P.: The stress distribution at the neck of a tension specimen. Trans. Am. Soc. Metals 32, 553–574 (1944)
Considère, M.: Annales des Ponts et Chaussées 9, 574–775 (1885)
Dong, S., Xian, A., Lian, Z., Mohamed, H.S., Ren, H.: Necking phenomenon based on the Aramis system. Proc. Inst. Mech. Eng. Part C J. Mech. Eng. Sci. 233(11), 3904–3916 (2018)
Chen, C.: Study on Metal Fracture. Metallurgical, Industry Press of China, Beijing (1978)
Xie, F., Zhang, T., Chen, J.E., Liu, T.-G.: Updating of the stress triaxiality by finite element analysis. J. Vib. Shock 32, 8–14 (2012)
Zhang, L., Li, Z.H.: Numerical analysis of the stress-strain curve and fracture initiation for ductile material. Eng. Fract. Mech. 49(2), 235–241 (1994)
Ling, Y.: Uniaxial true stress-strain after necking. AMP J. Technol. 5, 37–48 (1996)
Wang, Y., Xu, S., Ren, S., Wang, H.: An experimental-numerical combined method to determine the true constitutive relation of tensile specimens after necking. Adv. Mater. Sci. Eng. 2016, 1–12 (2016)
Pavlović, M., Marković, Z., Veljković, M., Buđevac, D.: Bolted shear connectors vs. headed studs behaviour in push-out tests. J. Constr. Steel Res. 88, 134–149 (2013)
Scheider, I., Brocks, W., Cornec, A.: Procedure for the determination of true stress–strain curves from tensile tests with rectangular cross section specimens. J. Eng. Mater. Technol. 126(1), 70–76 (2004)
Ehlers, S., Varsta, P.: Strain and stress relation for non-linear finite element simulations. Thin Walled Struct. 47(11), 1203–1217 (2009)
Hoffmann, H., Vogl, C.: Determination of true stress-strain-curves and normal anisotropy in tensile tests with optical strain measurement. CIRP Ann. 52(1), 217–220 (2003)
Milosevic, M., Milosevic, N., Sedmak, S., Tatic, U., Mitrovic, N., Hloch, S., Jovicic, R.: Digital image correlation in analysis of stiffness in local zones of welded joints. Tech. Gaz. 23(1), 19–24 (2016)
Milosevic, M., Mitrovic, N., Jovicic, R., Sedmak, A., Maneski, T., Petrovic, A., Aburuga, T.: Measurement of local tensile properties of welded joint using Digital Image Correlation method. Chemicke Listy 106, 485–488 (2012)
Maresca, G., Milella, P.P., Pino, G.: A critical review of triaxiality based failure criteria. XIII Convegno Nazionale IGF, vol. 13, Cassino, Italy (1997)
Alexandrov, S., Vilotic, D., Konjovic, Z., Vilotic, M.: An improved experimental method for determining the workability diagram. Exp. Mech. 53(4), 699–711 (2012)
Vilotic, D., Chikanova, N., Alexandrov, S.: Disk upsetting between spherical dies and its application to the determination of forming limit curves. J. Strain Anal. 34(1), 17–22 (1999)
Rice, J.R., Tracey, D.M.: On the ductile enlargement of voids in triaxial stress fields. J. Mech. Phys. Solids 17(3), 201–217 (1969)
Kiran, R., Khandelwal, K.: A triaxiality and Lode parameter dependent ductile fracture criterion. Eng. Fract. Mech. 128, 121–138 (2014)
EN ISO 6892-1:2016: Metallic materials—Tensile testing, Part 1: Method of test at room temperature. CEN, Brussels (2016)
Harničárová, M., Zajac, J., Stoić, A.: Comparison of different material cutting technologies in terms of their impact on the cutting quality of structural steel. Tech. Gaz. 17(3), 371–376 (2010)
ISO 898-1: Mechanical properties of fasteners made of carbon steel and alloy steel. ISO, Geneva, Switzerland (2009)
Hillerborg, A., Modeer, M., Peterson, P.E.: Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem. Concr. Res. 6, 773–782 (1976)
Pisarek, Z., Kozłowski, A.: End-plate steel joint with four bolts in the row. In: Gizejowski, M., Kozlowski, A., Sleczka, L., Ziólko, J. (eds.) Progress in Steel, Composite and Aluminium Structures, vol. 1, pp. 257–266. Taylor & Francis Group, London (2006)
Massimo, L., Gianvittorio, R., Aldina, S., da Silva Luis, S.: Experimental analysis and mechanical modeling of T-stubs with four bolts per row. J. Constr. Steel Res. 101, 158–174 (2014)
Acknowledgment
The research of the first author was supported by the Serbian Ministry of Education, Science and Technological Development, Grant No. 36043.
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Jovanović, Đ., Mitrović, N., Marković, Z., Vilotić, D., Kosić, B. (2020). Experimental and Numerical Investigation of the T-Stub Elements with Four Bolts in a Row Until Bolt Fracture. In: Mitrovic, N., Milosevic, M., Mladenovic, G. (eds) Computational and Experimental Approaches in Materials Science and Engineering. CNNTech 2018. Lecture Notes in Networks and Systems, vol 90. Springer, Cham. https://doi.org/10.1007/978-3-030-30853-7_18
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DOI: https://doi.org/10.1007/978-3-030-30853-7_18
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