If damage criterion of normal concrete is adopted, it can not reflect transversal isotropy character of RCC, because elastic modulus and poisson ratio have influence on damage.

 
  • 碾壓混凝土具有橫向各向同性性質(zhì),若采用常態(tài)混凝土損傷準則,與碾壓混凝土的材料特性不符,彈性模量與泊松比對損傷準則均有影響。
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