Strength Design of Shell Membrane Reinforcement
Publication: Journal of Structural Engineering
Volume 109, Issue 4
Abstract
Procedures are presented for the safe design of shell membrane reinforcement and for the determination for a given shell of the safe load capacity as controlled by membrane reinforcement. The procedures are based on the strength design method of the ACI 318‐77 Building Code. Design strengths of the reinforced concrete membrane relative to tension and shear are explicitly identified. Membrane design and capacity procedures are confirmed by comparison with test results. Non‐realistic results for design membrane reinforcement are shown to occur when shear strength is not explicitly included in the membrane design strength.
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References
1.
Aoyagi, Y., and Yamada, K., “An Experimental Approach to the Design of Network Reinforcement Against In‐Plane Shear in Reinforced Concrete Containments,” Transactions of the 5th International Conference on Structural Mechanics in Reactor Technology, Berlin, 13–17 Aug., 1979, Division J4/7.
2.
Bazant, Z. P., and Tsubaki, T., “Concrete Reinforcing Net: Optimum Slip‐Free Limit Design,” Journal of the Structural Division, ASCE, Vol. 105, No. ST1, Feb., 1979.
3.
“Building Code Requirements for Reinforced Concrete (ACI 318‐77),” ACI Committee 318, American Concrete Institute, Detroit, Mich., 1977.
4.
“Code for Concrete Reactor Vessels and Containments (ACI 359‐80),” ACI Committee 359, American Concrete Institute, Detroit, Mich., 1980, p. 181.
5.
Design of Cylindrical Concrete Shell Roofs, Manual No. 31 by the Committee on Masonry and Reinforced Concrete of the Structural Division, Subcommittee on Thin Shell Design, ASCE, 1952, pp. 52–53.
6.
Fialkow, M. N., Discussion of “Membrane Reinforcement in Shells,” by Gupta, A. K., Journal of the Structural Division, ASCE, Vol. 107, No. ST9, Sept., 1981.
7.
Gupta, A. K., “Membrane Reinforcement in Shells,” Journal of the Structural Division, ASCE, Vol. 107, No. ST1, Jan., 1981.
8.
Plastic Design in Steel, Manual No. 41 by a Joint Committee of the Welding Research Council and the American Society of Civil Engineers, Second Edition, ASCE, 1971, p. 10.
9.
Prager, W., and Hodge, P. G., Jr., “Theory of Perfectly Plastic Solids,” John Wiley and Sons, Inc., New York, N.Y., 1951, Section 39, pp. 247–251.
10.
“Suggested Revisions to Shear Provisions for Building Codes,” ACI‐ASCE Committee 445 (formerly 426), Journal of the American Concrete Institute, Sept., 1977.
11.
“The Shear Strength of Reinforced Concrete Members,” ACI‐ASCE Committee 445 (formerly 426), Journal of the Structural Division, ASCE, Vol. 99, No. ST6, June, 1973, pp. 1119 and 1146.
12.
Winter, G., and Wilson, A. H., “Design of Concrete Structures,” Eighth Edition, McGraw Hill Book Co., New York, N.Y., Section 2.5c, pp. 72–77.
13.
Wood, R. H., “Plastic and Elastic Design of Slabs and Plates,” The Ronald Press Company, New York, N.Y., 1961, p. 15.
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Copyright © 1983 ASCE.
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Published online: Apr 1, 1983
Published in print: Apr 1983
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