Subject Areas : Structural Mechanics
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Keywords:
Abstract :
References:
[1] Geoffrey L. Kulak and Scott T. Undershute (1998), “Tension Control Bolts: Strength and Installation”, Journal of Bridge Engineering, Vol. 3, No. 1. https://doi.org/10.1061/(ASCE)1084-0702(1998)3:1(15)
[2] Geoffrey L. Kulak and Scott T. Undershute (1996), “Strength and installation characteristics of tension control bolts”, Connections in Steel Structures III, 515-525. https://doi.org/10.1016/B978-008042821-5/50107-3
[3] Lowe, S.A. (2019), “Tightening a Tension-Control Bolt without a Tension-Control Gun”, Practice Periodical on Structural Design and Construction, Vol. 24, No. 4. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000455
[4] Tai, M., Nagamine, Y., Shimozato, T. and Tamaki, Y. (2020), “Residual Clamping Force for Corroded Tension-Control Bolts”, Journal of Structural Engineering, Vol. 147, No. 3. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002933
[5] RCSC (2020), “Specification for Structural Joints Using High-Strength Bolts”, American Institute of Steel Construction (AISC), Chicago, Illinois.
[6] Wood, M., Golitz, Ch., Shaw, R., Eatherton, M. (2019), “Pretensioning procedures for ASTM F3043 twist-off type tension control bolt assemblies”, J. Constructional Steel Research, Vol. 155, 385-394. https://doi.org/10.1016/j.jcsr.2019.01.003
[7] Neidel, A., Gadicke, T. and Ullrich, T. (2022), “Torsional Overload Fracture of Twist-off Bolts During Assembly”, journal Practical Metallography, Vol. 59, No. 1, 39-49. https://doi.org/10.1515/pm-2022-0003
[1] Geoffrey L. Kulak and Scott T. Undershute (1998), “Tension Control Bolts: Strength and Installation”, Journal of Bridge Engineering, Vol. 3, No. 1. https://doi.org/10.1061/(ASCE)1084-0702(1998)3:1(15)
[2] Geoffrey L. Kulak and Scott T. Undershute (1996), “Strength and installation characteristics of tension control bolts”, Connections in Steel Structures III, 515-525. https://doi.org/10.1016/B978-008042821-5/50107-3
[3] Lowe, S.A. (2019), “Tightening a Tension-Control Bolt without a Tension-Control Gun”, Practice Periodical on Structural Design and Construction, Vol. 24, No. 4. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000455
[4] Tai, M., Nagamine, Y., Shimozato, T. and Tamaki, Y. (2020), “Residual Clamping Force for Corroded Tension-Control Bolts”, Journal of Structural Engineering, Vol. 147, No. 3. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002933
[5] RCSC (2020), “Specification for Structural Joints Using High-Strength Bolts”, American Institute of Steel Construction (AISC), Chicago, Illinois.
[6] Wood, M., Golitz, Ch., Shaw, R., Eatherton, M. (2019), “Pretensioning procedures for ASTM F3043 twist-off type tension control bolt assemblies”, J. Constructional Steel Research, Vol. 155, 385-394. https://doi.org/10.1016/j.jcsr.2019.01.003
[7] Neidel, A., Gadicke, T. and Ullrich, T. (2022), “Torsional Overload Fracture of Twist-off Bolts During Assembly”, journal Practical Metallography, Vol. 59, No. 1, 39-49. https://doi.org/10.1515/pm-2022-0003
