The maximaltension stresses in surface and base between induced crack have been obtained by parametric analysis.
通过结构参数分析掌握了预切缝间面层、基层中最大拉应力的分布规律。
2
Based on the maximaltension stress theory, formulae of maximal tangential stress and critical load are presented.
根据最大拉应力理论，给出了最大切向拉应力和临界载荷公式。
3
The concrete was considered as crack progressing once the maximal principle of stress in the concrete reached the ultimate stress of concrete according to the theory of maximaltension stress.