MULTI-DIRECTIONAL FIXED CRACK APPROACH FOR HIGHLY ANISOTROPIC SHEAR BEHAVIOR IN PRECRACKED RC MEMBERS
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Eng., The University of Tokyo
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2001/669/2001_669_293/_pdf
Reference16 articles.
1. 1) Pimanmas, A., and Maekawa, K.: Influence of pre-crack on RC behavior in shear, Accepted for publication in J. Mater. Conc. struct. Pavements., Proc. of JSCE, 2001.
2. 2) Ngo, D., Scordelis, A. C.: Finite element analysis of reinforced concrete beams, J. Amer. Conc. Inst., Vol. 64 (14), pp. 152-163, 1967.
3. 3) Okamura, H., and Maekawa, K.: Nonlinear analysis and constitutive models of reinforced concrete, Gihodo-Shuppan Co. Tokyo, 1991.
4. 4) Rashid, Y. R.: Analysis of prestressed concrete pressure vessels, Nucl. Eng. Design., Vol. 7 (4), pp. 334-344, 1968.
5. 5) De Borst, R., and Nauta, P.: Non-orthogonal cracks in a smeared finite element model, Eng. Comp., Vol. 2, pp. 35-46, 1985.
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