TY  JOUR
TI  CALCULATION OF THE BENDING ELEMENTS WITH ALLOWANCE FOR THE PHYSICAL NONLINEARITY OF THE STRAIN
KW  strain nonlinearity
KW  strain and displacement
KW  diagram of concrete and reinforcement condition
KW  rigidity and bending of the deflection axis flexible member
KW  deformation of the most tensile concrete fabric of the compression area
KW  the height of the elastic
KW  elastic-plastic and plastic areas
JO  Bulletin of Belgorod State Technological University named after. V. G. Shukhov
AU  Shishov , I..
AU  Ryazanov , M..
AU  Roshchina, S..
AU  Lukin, M..
PY  2016
IS  1
PB  Belgorod State Technological University named after V.G. Shukhov