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This investigation is carried out to evaluate the repair and strengthening the techniques of elliptical paraboloid reinforced concrete shells with openings. An experimental program of several different techniques in repair and strengthening is executed. The materials, which are considered for strengthening, are; Glass fiber reinforced polymers GFRP at different position of the shell bottom surface, steel strip and external tie. They loaded by four concentrated loads affected on the corners of the opening. The initial and failure loads as well as the crack propagation for the tested shells at different loading stages, defl ections and failure load for repaired and shells are recorded. A non-linear computer program based on finite element techniques is used to study the behavior of these types of shells. Geometric and materials nonlinearities are considered in the analysis. The efficiency and accuracy of computer program are verifi ed by comparing the program results with those obtained experimentally for the control shell with opening and strengthened shells.
Czasopismo
Rocznik
Tom
Strony
401--420
Opis fizyczny
Bibliogr. 18 poz., il., tab.
Twórcy
autor
- Civil Eng. Dep., Faculty of Eng., Menoufiya University, Egypt
autor
- Civil Eng. Dep., Faculty of Eng., Menoufiya University, Egypt
autor
- Civil Eng. Dep., Faculty of Eng., Menoufiya University, Egypt
autor
- RedCo. Construction Company, Doha, Qatar
Bibliografia
- 1. Fung, Y.C. and Sechler, E.E., „Thin-Shell Structures”, Prentic-Hall, Englewood Cliffs, New Jersey, USA, 1974.
- 2. Paduart, A., „Shell Roof Analysis”, Professeur a’ I’université Libre de Bruxelles, New Delhi,1967.
- 3. Bell, J.C., and Elms, D., „Partially Cracked Finite Elements”, Journal of the Structural Division, ASCE, Vol. 97, No. ST7, July 1971.
- 4. Faber, C. and Candela, F., „The Shell Builder”, Reinhold Publishing Corporation, New York, 1963.
- 5. Flugge, W., „Stresses in Shells”, Springer Verlag OHG, Berlin, 1960.
- 6. Jenkins, R.S, „Theory and Design of Cylindrical Shell Structures”, London, UK, l947.
- 7. Ngo, D. and Scordelis, A.C., „Finite Element Analysis of Reinforced Concrete Seams”, ACI Journal, No. 64, March, 1967.
- 8. Nilson, A.H., „Nonlinear Analysis of Reinforced Concrete by the Finite element Method”, ACI Journal, Vol. 65, No. 9, September 1968.
- 9. Valliappan, S., and Doolan, T.F., „Nonlinear Stress Analysis of Reinforced Concrete”, Journal of Structure Division, ASCE, Vol. 98, No. ST4, April 1972.
- 10. Jofriet, J.C. and McNiece, G.M., „Finite Element Analysis of Reinforced Concrete Slabs”, Journal of the Structural Division, ASCE, Vol. 97, No. ST3, Mar. 1971, pp. 785806.
- 11. Wahl, H.W. and Kasiba, R.J., „Design and Construction Aspects of Large Pre-stressed Concrete (PWR) Containment Vessels”, ACI Journal, Vol. 66, No. 5, May 1969.
- 12. Lin, C.S., „Nonlinear Analysis of Reinforced Concrete Slabs and Shells”, Ph. D. thesis, Univ. of California, Berkeley, Calif, 1973.
- 13. Kamal, M., Tawfik, and El demerdash, „Behavior and Repair of Reinforced Concrete Cylindrical Shell Roofs”, AlAzhar University, Cairo, Egypt, 1991.
- 14. Foraboshi, P., Borri, C., and Chiarugi, A., „Structural Analysis and Rehabilitation of Reinforced Concrete Shells”, ACI Journal, Vol. 92, No. 2, March-April 1995.
- 15. Lackner, R., and Mang, H.A., „Adaptive FE Analysis of RC Shells,” Journal of Engineering Mechanics, Vol. 127, No. 12, December 2002.
- 16. Bashandy, A.A., „Repair and Strengthening of Reinforced Concrete Shell Structures”, M. Sc. thesis, Menoufiya Univ., Menoufiya, Egypt, 2004.
- 17. Kamal, M.M., Tayel, M., Meleka, N.N., Bashandy, A.A., „Experimental Evaluation of Repair and Strengthening Techniques of Elliptical Paraboloid Reinforced Concrete Shells,” Civil Engineering Research Magazine CERM, Azhar University, Egypt, Vol. 29, No. 2, 2007.
- 18. Meleka, N.N., „Nonlinear Analysis of Flat Slabs”, Ph. D. thesis, Menoufiya Univ., Egypt, 1995.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-12922264-a0f5-4e15-8993-0cdb31b2cbcf