This study conducted on improving three-parameter power model [1] to estimate ultimate moment of connections based on the failure mechanisms developed by more practical means and finally, to predict moment-rotation relations of top- and seat-angle connections for intrinsic replacement of experimental curves and/or finite element (FE) analysis results. Bolt stiffness, shear and bending deformation of tension angle and prying force acted on tension angle are considered to determine the ultimate moment of connections implementing two possible failure mechanisms. These failure mechanisms are developed based on the concept of T-stub model [2] and adjusted the position of plastic hinges applying advanced FE analysis method [3-6]. Then, moment-rotation (Mr) characteristics of top- and seat-angle connections are constructed applying proposed modified three-parameter power model. Applicability of the proposed formulation is examined by comparing Mr curves and ultimate moment capacities with those of Kishi-Chen power model, FE analyses [3, 4] and experiments [7, 8]. The comparison implies that proposed formulation and Kishi-Chen’s method both achieved closer approximation for maximum of cases and better accuracy for the modified cases to drive Mr curves of the connections; but ultimate moments of the connections defined by the proposed method is more realistic than that predicted by Kishi-Chen power model.
Published in | American Journal of Civil Engineering (Volume 5, Issue 1) |
DOI | 10.11648/j.ajce.20170501.17 |
Page(s) | 50-59 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2017. Published by Science Publishing Group |
Moment-Rotation Relation, Prying Action, Ultimate Moment, Initial Stiffness, Failure Mechanism, Top- and Seat-Angle Connection
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APA Style
Ali Ahmed, Norimitsu Kishi. (2017). Modified Three-Parameter Power Model to Predict Moment-Rotation Curve of Top- and Seat-Angle Connection. American Journal of Civil Engineering, 5(1), 50-59. https://doi.org/10.11648/j.ajce.20170501.17
ACS Style
Ali Ahmed; Norimitsu Kishi. Modified Three-Parameter Power Model to Predict Moment-Rotation Curve of Top- and Seat-Angle Connection. Am. J. Civ. Eng. 2017, 5(1), 50-59. doi: 10.11648/j.ajce.20170501.17
AMA Style
Ali Ahmed, Norimitsu Kishi. Modified Three-Parameter Power Model to Predict Moment-Rotation Curve of Top- and Seat-Angle Connection. Am J Civ Eng. 2017;5(1):50-59. doi: 10.11648/j.ajce.20170501.17
@article{10.11648/j.ajce.20170501.17, author = {Ali Ahmed and Norimitsu Kishi}, title = {Modified Three-Parameter Power Model to Predict Moment-Rotation Curve of Top- and Seat-Angle Connection}, journal = {American Journal of Civil Engineering}, volume = {5}, number = {1}, pages = {50-59}, doi = {10.11648/j.ajce.20170501.17}, url = {https://doi.org/10.11648/j.ajce.20170501.17}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170501.17}, abstract = {This study conducted on improving three-parameter power model [1] to estimate ultimate moment of connections based on the failure mechanisms developed by more practical means and finally, to predict moment-rotation relations of top- and seat-angle connections for intrinsic replacement of experimental curves and/or finite element (FE) analysis results. Bolt stiffness, shear and bending deformation of tension angle and prying force acted on tension angle are considered to determine the ultimate moment of connections implementing two possible failure mechanisms. These failure mechanisms are developed based on the concept of T-stub model [2] and adjusted the position of plastic hinges applying advanced FE analysis method [3-6]. Then, moment-rotation (Mr) characteristics of top- and seat-angle connections are constructed applying proposed modified three-parameter power model. Applicability of the proposed formulation is examined by comparing Mr curves and ultimate moment capacities with those of Kishi-Chen power model, FE analyses [3, 4] and experiments [7, 8]. The comparison implies that proposed formulation and Kishi-Chen’s method both achieved closer approximation for maximum of cases and better accuracy for the modified cases to drive Mr curves of the connections; but ultimate moments of the connections defined by the proposed method is more realistic than that predicted by Kishi-Chen power model.}, year = {2017} }
TY - JOUR T1 - Modified Three-Parameter Power Model to Predict Moment-Rotation Curve of Top- and Seat-Angle Connection AU - Ali Ahmed AU - Norimitsu Kishi Y1 - 2017/01/18 PY - 2017 N1 - https://doi.org/10.11648/j.ajce.20170501.17 DO - 10.11648/j.ajce.20170501.17 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 50 EP - 59 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20170501.17 AB - This study conducted on improving three-parameter power model [1] to estimate ultimate moment of connections based on the failure mechanisms developed by more practical means and finally, to predict moment-rotation relations of top- and seat-angle connections for intrinsic replacement of experimental curves and/or finite element (FE) analysis results. Bolt stiffness, shear and bending deformation of tension angle and prying force acted on tension angle are considered to determine the ultimate moment of connections implementing two possible failure mechanisms. These failure mechanisms are developed based on the concept of T-stub model [2] and adjusted the position of plastic hinges applying advanced FE analysis method [3-6]. Then, moment-rotation (Mr) characteristics of top- and seat-angle connections are constructed applying proposed modified three-parameter power model. Applicability of the proposed formulation is examined by comparing Mr curves and ultimate moment capacities with those of Kishi-Chen power model, FE analyses [3, 4] and experiments [7, 8]. The comparison implies that proposed formulation and Kishi-Chen’s method both achieved closer approximation for maximum of cases and better accuracy for the modified cases to drive Mr curves of the connections; but ultimate moments of the connections defined by the proposed method is more realistic than that predicted by Kishi-Chen power model. VL - 5 IS - 1 ER -