Finite Element Analysis of Double-Bolt Shear-Out Fracture Failure

[1] KANVINDE, A. M. - DEIERLEIN, G. G.: Finite-Element Simulation of Ductile Fracture in Reduced Section Pull-Plates Using Micromechanics-Based Fracture Models. Journal of Structural Engineering, 2007, DOI: 10.1061/(ASCE)0733-9445(2007)133:5(656), pp. 1-39.Open DOISearch in Google Scholar

[2] PRZYWARA, J. - KAPIL, K.: Failure in Structural Steels and Overview of I-35W, Bridge Collapse. University of Notre Dame, 2017, https://www3.nd.edu/~cpssl/group/work/Failure-in-Structural-Steels-and-Overview-of-I-35W-Bridge-Collapse.pdf. Assessed on 24/06/2018.Search in Google Scholar

[3] ROGERS, C. A. - HANCOCK, G. J.: Failure Modes of Bolted Sheet Steel Connections Loaded in Shear. Research Report No R772, Centre for Advanced Structural Engineering, Department of Civil Engineering, Sydney NSW 2006, AUSTRALIA, http://www.civil.usyd.edu.au, assessed 20th May, 2016.Search in Google Scholar

[4] MOŽE, P. - BEG, D. A complete study of bearing stress in single bolt connections. Journal of Constructional Steel Research, 95, 2014, pp. 126–140.10.1016/j.jcsr.2013.12.002Search in Google Scholar

[5] VANDER VOORT, G. F.: Visual examination and light microscopy, ASM Handbook, Vol. 12, Fractography, ASM International, Materials Park, Ohio, 1987, pp. 91–165.10.31399/asm.hb.v12.a0001834Search in Google Scholar

[6] MOŽE, P. - BEG, D.: High strength steel tension splices with one or two bolts. Journal of Constructional Steel Research 66, 2010, pp. 1000-1010.10.1016/j.jcsr.2010.03.009Search in Google Scholar

[7] KIM, T. - KUWAMURA, H.: Finite element modelling of bolted connections in thin-walled stainless steel plates under static shear. Thin-Walled Structures 45, 2007, pp. 407–42110.1016/j.tws.2007.03.006Search in Google Scholar

[8] KIM, T. - KUWAMURA, H.: Numerical investigation on strength design and curling effect of mechanically fastened joints in cold-formed austenitic stainless steel. Materials and Design, 32, 2011, pp. 3942–3956.10.1016/j.matdes.2011.02.030Search in Google Scholar

[9] KIM, T. S. - HAN, B. S.: Numerical Simulation and Effect of Curling on Bolted Connections in Cold-formed Stainless Steel. ISIJ International, Vol. 47(6), 2007, pp. 920–929.10.2355/isijinternational.47.920Search in Google Scholar

[10] KIM, T. S. - KUWAMURA, H. - KIM, S. - LEE, Y. T. - CHO, T.: A parametric study on ultimate strength of single shear bolted connections with curling. Thin-Walled Structures, 46, 2008, pp. 38–53.10.1016/j.tws.2007.08.009Search in Google Scholar

[11] KIM, T. S. - KUWAMURA, H. - KIM, S. - LEE, Y. T. - CHO, T.: Investigation on ultimate strength of thin-walled steel single shear bolted connections with two bolts using finite element analysis. Thin-Walled Structures, 47, 2009, pp. 1191–1202.10.1016/j.tws.2009.04.009Search in Google Scholar

[12] DRAGANIĆ, H. - DOKŠANOVIĆ, T. - MARKULAK, D.: Investigation of bearing failure in steel single bolt lap connections. Journal of Constructional Steel Research, 98, 2014, pp. 59–72.10.1016/j.jcsr.2014.02.011Search in Google Scholar

[13] SALIH, E. L. - GARDNER, L. - NETHERCOT, D. A.: Bearing failure in stainless steel bolted connection. Engineering Structures, 33, 2011, pp. 549–562.10.1016/j.engstruct.2010.11.013Search in Google Scholar

[14] HOOPUTRA, H. - GESE, H. - DELL, H. - WERNER, H. A.: Comprehensive failure model for crashworthiness simulation of aluminium extrusions. International Journal of Crashworthiness, 9(5), 2004, pp. 449–64.10.1533/ijcr.2004.0289Search in Google Scholar

[15] SIMULIA 2007: Abaqus documentation, Abaqus Incorporated, Dassault Systemes, 2007.Search in Google Scholar

[16] ADEWOLE, K. K. - BULL, S. J.: Prediction of the fracture performance of defect-free steel bars for civil engineering applications using finite element simulation. Construction and Building Materials, 41, 2013, pp. 9–14.10.1016/j.conbuildmat.2012.11.089Search in Google Scholar

[17] ADEWOLE, K. K. - BULL, S. J.: Numerical Prediction of Differences in Micromechanical Fracture Sequence in Notched and Un-Notched Wires for Civil Engineering Applications. Civil Engineering Dimension, Vol. 16, No. 2, Sept. 2014, pp. 87-95.10.9744/ced.16.2.87-95Search in Google Scholar

[18] ADEWOLE, K K. - TEH, L. H.: Predicting Steel Tensile Responses and Fracture Using the Phenomenological Ductile Shear Fracture Model. Journal of Materials in Civil engineering, American Society of Civil Engineers, 2017, 06017019-6, DOI: 10.1061/(ASCE)MT.1943-5533.0002094.Open DOISearch in Google Scholar

[19] ADEWOLE, K. K. – OLUTOGE: Numerical prediction of structural steel flat and slant fracture modes using phenomenological shear fracture model. Journal of King Saud University-Engineering Sciences, 31, 2017, pp. 234 – 237, DOI: 10.1016/j.jksues.2017.11.001.Open DOISearch in Google Scholar

[20] WANG Y. B. - LYU, Y. F. - LI, G. Q.: Experimental investigation of two-bolt connections for high strength steel members. 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018). Universitat Politècnica de València, València, Spain, June 27-29, 2018, http://dx.doi.org/10.4995/ASCCS2018.2018.7211.10.4995/ASCCS2018.2018.7211Search in Google Scholar

[21] ADEWOLE, K. K. - ADESOGAN, S. O.: Finite Element Single-Bolt Shear Connection Shear-Out Fracture Failure Analysis. Journal of Failure Analysis and Prevention. Vol. 18, Issue 3, 2018, pp. 659 – 666, https://doi.org/10.1007/s11668-018-0457-x.10.1007/s11668-018-0457-xSearch in Google Scholar