THE ROLE OF MEMBRANE ACTION IN LOAD TEST

Main Article Content

Riyadh Shafiq Al-Rawi,
Kanaan Sliwo Athuraia,

Abstract

Most of the structures subjected to load tests had successfully passed it, although some of them had failed in cube and core tests. It is believed that membrane action may be the most important factor that made them do so. In the present study, an attempt is made to study the effect of membrane action on load test results. In this study, two space (3-D) model frames, nine panels (3×3), [consisted of rafts, columns, beams and slabs] were prepared for load test. The results show the positive role of the membrane action especially with camber beams and slabs in successful passing of the load test. Also there is enhancement in the deflection behavior of camber members compared with straight members.

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How to Cite
“THE ROLE OF MEMBRANE ACTION IN LOAD TEST” (2005) Journal of Engineering, 11(01), pp. 51–60. doi:10.31026/j.eng.2005.01.06.
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Articles

How to Cite

“THE ROLE OF MEMBRANE ACTION IN LOAD TEST” (2005) Journal of Engineering, 11(01), pp. 51–60. doi:10.31026/j.eng.2005.01.06.

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References

Ministry of Housing and Construction, National Center for Constructional Laboratories, (2000), Performance Adequacy Development Program: Concrete (3), Baghdad, Iraq.

Westergaard, H. M., and Slater, W. A., (1921), Movements and Stresses in Slabs, ACI Journal Proceedings, Vol. 17, pp. 415-538.

Ockleston, A. J., (1955), Load Tests on a Three - Story R. C. Building in Johannesburg, The

Structural Engineer, London, England, Vol. 33, pp. 304-322. Gamble, W. L., Sozen, M. A.. and Siess, C. P., (1961). An Experimental Study of a Reinforced Concrete Two Way Floor Slab, Civil Engineering Studies, Structural Research, Series No.10 211,University of lllinois.

Hopkins, David C., and Park, Robert, (1971), Tests on a Reinforced Concrete Slab and Beam Floor Designed with Allowance for Membrane Action, Cracking, Deflection, and Ultimate Load of Concrete Slab System, ACI Special Publication, SP-30, Paper SP. 30-10, pp.227-245.

Al-Rawi, R. S., Essa, M. S., Shasha, K. A., (1999). Effect of Introduction of Camber on Shear Capacity of End-Restrained Plain and R. C. Flexural Members, 2 Jordanian Civil Engineering Conference, Amman,.ordan, pp. 281-300

Al-Rawi, R. S., Essa, M. S., (1999), The Effects of the Introduction of Camber on the Load Carrying Capacity of End-Restrained Plain and Reinforced Conerete Flexural Members, 2 Jordanian Civil Engineering Conference, Amman, Jordan, pp. 339-357

Athuraia, Kanaan Sliwo, (2004), “Effeet of Membrane Action on Results of Load Test”, Ph. D. thesis, College of Engineering. University of Baghdad

Building Code Requirements For Structural Conerete, ACI 31 &M-2002. and Commentary -ACI 318RM-2002, American Institute, Detroit, Michigan.

Iragi Building Code Requirements for Reinforeed Conerete. Code 1/ (1987), Building Research

Center. Scientific Rescarch Council.

Nilson Arthur H. and Winter EmON A, n.243-272

Design of Concrete Structures. Tenth Edition.

McGraw-Hill Book Company, ChapterS. Edee

D. Peabody, Jr. (1948). Continuous Frame Analysis of Flat Siabs, J. Boston Soc. Civ Eng January

Arthur H. Nilson. Donald B Wilters. Je (1975) Deflection of Two-Way Floor Systems by the Equivalent Frame Method. ACI nes, Mel77. No.4. pp.210-218.

Popov, E. P., (1968), Introduction to Mechanics of Solids, Prentice Hall Inc Englewood Cliff's New Jersey, pp. 208-213