Finite Element Analysis of Tie Beams under the Effect of Differential Settlement of Isolated Footings
Abstract
Tie beams that constructed to connect isolated footings are very widely used. The differential settlement between the isolated footings is the main loading case to design the tie beams. In this paper, finite element method is used to determine the straining actions in tie beams under the effect of differential settlement to get clear relations between tie beams straining actions and all the parameters that affect in the design of these tie beams. The parameters included in this paper are the clear length between footings, moment of inertia of tie beam, footings dimensions, soil bearing capacity and the differential settlement value. Charts were presented to show the effect of each parameter in the straining actions of tie beams that can be simply used by design engineers.
Keywords
References
Almasri, A.H. and Taqieddin, Z.N., “Finite Element Study of Using Concrete Tie Beams to Reduce Differential Settlement between Footings”. Proceedings of the 13th WSEAS International Conference on Mathematical and Computational Methods in Science and Engineering, 112-116, 2012.
AL-Omari, R.R. and AL-Ebadi, L.H., “Effect of Tie Beam on Settlements and Moments of Footings”. The 12th International Conference of International Association for Computer Method and Advances in Geomechanics (IACMAG), Goa, 1-6 October 2008.
El-Kasaby, E. A. A. “Behavior of Strap Footing with Tie Beams Resting on Soil”. Civil Engineering Research Magazine (CERM), Al-Azhar University, Vol.15 No.6, pp. 47-59, 1993.
Elsamny, M.K., Abd Elsamee, W.N., Ezz-Eldeen, H.A. and Abo-Alanwar, M., “Settlement of Footings Connected with Tie Beams”. Civil Engineering Research Magazine, 34, 2012.
Elsamny, M.K., Ibrahim, M.A., Elsedeek, M.A. and Farouk, M. “Effect of Tie Beam Length on Displacement Field for Shallow Foundations”. Al-Azhar University Engineering Journal, 34, 2012.
Elsamny, M.K., Ibrahim, M.A., Elsedeek, M.A. and Farouk, M., “Experimental Investigation on Settlement under Isolated Footings Connected with Tie Beam”. Al-Azhar University Engineering Journal, 34, 2012
DOI: 10.21859/cej-03092
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Copyright (c) 2017 Ali Basha, Magdy Salama
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