断裂过程可区分为四个特征区，相应有表征启裂和稳态裂纹扩展的界限应力强度因子。
The fracture process can be separated into four characteristic regions. Correspondngly, there exist two threshold stress intensity factors both for crack init…
断裂过程可区分为四个特征区，相应有表征启裂和稳态裂纹扩展的界限应力强度因子。
The fracture process can be separated into four characteristic regions. Correspondngly, there exist two threshold stress intensity factors both for crack initiation and f…
国内外已有试验研究表明，有粘结预应力FRP筋混凝土梁的破坏模式包括界限破坏、受压破坏与受拉破坏三种。
The failure modes of concrete beams prestressed with bonded FRP tendons can be classified into three types: the balanced failure, compression-controlled failure and tension-controlled failure.
经与现有的绝对应力测值对比，发现3000米以上深度，仅有那些有明显垂直运动的地区的应力值可能超出这个界限。
Compared with the available absolute stress measurements, it has been found that the stress value might go beyond the thresholds at the depth over 3000 m, where only obvious vertical motion occurs.
当破坏标准选定时，界限累积耗损能量与平均应力、偏应力比及动应力间较好的回归关系。
When the failure criterion is decided, the limit accumulate energy dissipation can be fitted by a formula which includes the average stress, deviator stress ratio and cyclic axial stress.
国内外已有试验研究表明，有粘结预应力FRP筋混凝土梁的破坏模式包括界限破坏、受压破坏与受拉破坏三种。
So the deflections of concrete beams prestressed with bonded FRP tendons are expected to be larger than those of the steel bars cases.
地球内部流变学界限、岩石圈的性质和厚度、板内应力和沉积负荷是盆地形成的地球动力学基本机制。
The rheology boundary within the mantle lithosphere, the nature of the lithosphere, the intraplate stress and thickness, the sedimentary loading are the important geodynamic f...
地球内部流变学界限、岩石圈的性质和厚度、板内应力和沉积负荷是盆地形成的地球动力学基本机制。
The rheology boundary within the mantle lithosphere, the nature of the lithosphere, the intraplate stress and thickness, the sedimentary loading are the important geodynamic f...
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