One important conclusion is that nonlinear creep theory gives almost the same results as those of linear one, but gives rather different results from those of strain-softening model.
计算表明，非线性理论的结果与线性理论的结果相差不大，而拉应变软化模型的结果与前两者有较大差异。
The problems in the theory of nonlinear creep of concrete is studied in this paper.
本文研究混凝土非线性徐变理论问题。
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