Прогнозирование величины самонапряжения напрягающего бетона в условиях двухосного ограничения деформаций

Abstract

In present paper expansive concrete composite model for prediction self-stress magnitude in biaxial restriction conditions are presented. Main model conditions on the basis of Effective Medium Theory and Solidification Theory are founded. Model allow with adequate degree of accuracy prognoses main characteristic of self-stressed concrete - self-stressing.