Abstract
In this paper, mathematical models available for eight commonly used beam-to-column connections like single-web angle, double-web angle, top and seat angle with and without web angles, extended end-plate, flushed end-plate, and header plate connections are studied from literature. Connection analysis program is developed to obtain moment–rotation response of each type of connection using empirical data available models in the literature. Bjorhovde’s classification system is used for the classification of the connections. Each type of connection as listed are analyzed; moment–rotation response of each connection is obtained using available models in literature; and results are compared.
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References
Frye, M. J., & Morris, G. A. (1975). Analysis of flexibly connected steel frames. Canadian Journal of Civil Engineering, 2(3), 280–291.
Prabha, P., Marimuthu, V., Saravanan, M., Palani, G. S., & Surendran, M. (2015). Modified Frye–Morris polynomial model for double web angle connections. Journal of Advanced Structural Engineering, 7, 295–306.
Ramberg, W., & Osgood, W. R. (1943). Description of stress-strain curves by three parameters, Technical Report No. 902. Washington, D.C.: National Advisory Committee for aeronautics.
Ang, K. M., & Morris, G. A. (1984). Analysis of three-dimensional frames with flexible beam-column connections. Canadian Journal of Civil Engineering, 11, 245–254.
Richard, R. M., & Abbott, B. J. (1975). Versatile elastic-plastic stress-strain formula. Journal of the Engineering Mechanics Division, ASCE, 101(4), 511–515.
Chisala, M. L. (1999). Modelling M-ɸ curves for standard beam to column connections. Engineering Structures, 21(11), 1066–1075.
Attiogbe, E., & Morris, G. (1991). Moment-rotation functions for steel connections. Journal of the Engineering Mechanics Division, ASCE, 117(6), 1703–1718.
Calado, L., De Matteis, G., & Landolfo, R. (2000). Experimental response of top and seat angle semi-rigid steel frame connections. Material and structures, 33, 499–510.
Krishnamurthy, N., Huang, H., Jeffrey, P. K., & Avery, L. K. (1979). Analytical M–ɸ curves for end-plate connections. Journal of Structures Engineering, 105, 133–145.
Kukreti, A. R., Murray, T. M., & Abolmaali, A. (1987). End plate connection moment-rotation relationship. Journal of Constructional Steel Research, 8, 137–157.
Yee, Y. L., & Melchers, R. E. (1986). Moment–rotation curves for bolted connections. Journal of Structures Engineering, ASCE, 112, 615–635.
Lui, E. M., & Chen, W. F. (1986). Analysis and behaviour of flexibly jointed frames. Engineering Structures, 8, 107–115.
Kishi, N., & Chen, W. P. (1986). Data base of steel beam to column connections. Lafayette: Structural Engineering Area, School of Civil Engineering, Purdue University.
IS 800: 2007. Indian Standard General Construction in steel code of practice. New Delhi: BIS.
Acknowledgements
The authors are thankful to the Director, VNIT, Nagpur, and Head of Applied Mechanics Department for their constant encouragement and support.
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Patnana, V., Vyavahare, A.Y., Gupta, L.M. (2019). Moment–Rotation Response for Semi-rigid Connections. In: Rao, A., Ramanjaneyulu, K. (eds) Recent Advances in Structural Engineering, Volume 1. Lecture Notes in Civil Engineering , vol 11. Springer, Singapore. https://doi.org/10.1007/978-981-13-0362-3_25
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DOI: https://doi.org/10.1007/978-981-13-0362-3_25
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