Subcritical crack growth is one of the main causes of time-induced failure in rock engineering.
亚临界裂纹扩展是岩体工程破坏时间效应的原因之一。
The subcritical crack growth mechanism in brittle materials is studied from the viewpoint of mesomechanics.
本文从细观力学角度研究了高脆性材料亚临界裂纹扩展机制。
Many studies in the related area of stress corrosion or subcritical crack growth use simplified test systems.
提出了采用人工模拟降雨试验数据直接计算临界抗剪切应力的方法。
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