[1]
W.F. Chen: Plasticity of Reinforced Concrete (McGraw-Hill, New York 1982).
Google Scholar
[2]
V.P. Mitrofanov and O.A. Dovzenko: Beton Zelezobeton Vol. 10 (1991), p.9 (in Russian).
Google Scholar
[3]
A. Litewka, J. Bogucka and J. Debinski: Arch. Civil Eng. Vol. 42 (1996), p.425.
Google Scholar
[4]
D. Halm and A. Dragon: Int. J. Damage Mech. Vol. 5 (1996), p.384.
Google Scholar
[5]
J. Bogucka, J. Debinski, A. Litewka and A.B. Mesquita: Mecânica Exp. Vol. 3 (1998), p.11.
Google Scholar
[6]
A. Litewka: Arch. Mech. Vol. 4l (1989), p.3.
Google Scholar
[7]
S. Murakami and N. Ohno: in Creep in Structures, A.R.S. Ponter and D.R Hayhurst, Eds (Springer Verlag, Berlin 1981), p.422.
Google Scholar
[8]
K.-Ch. Thienel, F.S. Rostasy and G. Becker: in Trans. 11th Int. Conf. Structural Mechanics in Reactor Technology, Vol. H (Atomic Energy Society of Japan, Tokyo 1991), p.73.
Google Scholar
[9]
F. Rummel: in Rock Mechanics, L. Muller, Ed. (Springer Verlag, Wien 1972), p.85. -0,020 -0,015 -0,010 -0,005 0,000 0,005 0,010 p=0 p=0 p=-20,0 MPa p=-20,0 MPa p=-50,0 MPa p=-50,0 MPa �33 / f c �11 = �22 �33 �11, �33 theory experiment [9] 0,0 2,0 4,0
DOI: 10.31857/s0002-333720192137-155-8568
Google Scholar