ANALYSIS OF RC PANELS AND POST-PEAK BEHAVIOR USING UNIFIED PLASTIC MODEL
Author:
Affiliation:
1. JSCE
2. Oriental Construction Co.
3. Dept. of Civil Eng., Nagoya University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2001/690/2001_690_147/_pdf
Reference16 articles.
1. 1) Bazant, Z. P. and Lin, F. B.: Stability against localization of softening into ellipsoids and bands: Parameter study, Int. J. Solids Structures, Vol. 25, No. 12, pp. 1483-1498, 1989.
2. 2) Singh, U. K. and Digby, P. J.: A continuum damage model for simulation of the progressive failure of brittle rocks, Int. J. Solids Structures, Vol. 25, pp. 647-663, 1989.
3. 3) Belytschko, T., Fish, J. and Engelmann, E.: A finite element with embedded localization zones, J. Comput. Meths. In Appl. and Mech. Engrg., 70, pp. 59-89, 1988.
4. 4) Tanabe, T., Yu, G. and Salamy, M. R.: Analysis of the localized failure phenomenon in reinforced concrete shear walls, Conference on comp. modeling of concrete structures, Badgastein, Austria, pp. 265-274, 31 March-3 April 1998.
5. 5) Salamy, M. R., Yu, G. and Tanabe, T.: Analysis of shear failure in RC beams considering localization phenomenon. JSCE, No. 648, V-47. pp. 253-264, May 2000.
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