Snap‐through and snap‐back response in concrete structures and the dangers of under‐integration
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[1] Y. R. Rashid,et al. Ultimate strength analysis of prestressed concrete pressure vessels , 1968 .
[2] Zdenek P. Bazant,et al. NUMERICAL SIMULATION OF PROGRESSIVE FRACTURE IN CONCRETE STRUCTURES: RECENT DEVELOPMENTS. , 1984 .
[3] J. Z. Zhu,et al. The finite element method , 1977 .
[4] M. Crisfield. An arc‐length method including line searches and accelerations , 1983 .
[5] G. Wempner. Discrete approximations related to nonlinear theories of solids , 1971 .
[6] Mike A. Crisfield,et al. Accelerated solution techniques and concrete cracking , 1982 .
[7] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[8] G. Powell,et al. Improved iteration strategy for nonlinear structures , 1981 .
[9] Pv Rao,et al. LOCAL INSTABILITIES IN THE NON-LINEAR ANALYSIS OF REINFORCED CONCRETE BEAMS AND SLABS , 1982 .
[10] Larsgunnar Nilsson,et al. Nonlinear wave propagation in plastic fracturing materials : a constitutive modelling and finite element analysis , 1983 .
[11] P. Petersson. Crack growth and development of fracture zones in plain concrete and similar materials , 1981 .
[12] M. Crisfield. A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .
[13] R. H. Evans,et al. Microcracking and stress-strain curves for concrete in tension , 1968 .
[14] E. Riks. The Application of Newton's Method to the Problem of Elastic Stability , 1972 .