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压缩行为的英文

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"压缩行为"怎么读用"压缩行为"造句

英文翻译手机手机版

  • compression behavior
  • compression behaviour

例句与用法

  • Molecular dynamics simulations on compression behavior of anatase
    分子动力学模拟锐钛矿的压缩行为
  • Effect of relative density on compressibility of al - si closed - cell aluminum foam
    闭孔泡沫铝材料的压缩行为
  • Effects of relative density and strain rate on compressive behavior of aluminum foams
    相对密度和应变率对泡沫铝压缩行为的影响
  • Mechanical behavior and energy absorption capacity of aluminum foam under uniaxial compression
    泡沫铝的单向压缩行为及其吸能性
  • Effect of matrix properties on compressive behavior and energy absorption of foamed al alloys
    基体对泡沫铝压缩行为与吸能性的影响
  • The primmp fact about that is decomposed point of co is lower ( rough1y l0gpa ) , it preceded to break down to atoms as c and o at the saxne emlironment , thus separaed c clllsers consuxned a mass of heat energy in the system and declined systimatic energy , and dominated the shock compressed behaviors of the adinixtur ; while the decomposed point of the monomer n , is relative highertorobably 26gpa ) , therefore , its impact to the shock compressed behaviours of the admixture seems weaker in that pressure region
    其原因是co的离解点较低(约10gpa ) ,故先行离解;析出的碳团簇消耗了大量热能,导致体系总能量降低并对混合物的冲击压缩行为四川大学博士学位论文起着主要影响;而单体n 。的离解点较高(约26gpa人对该压力范围混合物冲击压缩行为的影响相对较弱。
  • The structure and rheological properties of soft clay have important influence on its consolidation behavior . at present , there is n ' t a consolidation theory that can reflect this two properties during the process of consolidation of natural soil , and so it is important to do research on the structure and rheological properties of soft clay
    土的结构性和流变性对其固结压缩行为有重要影响,目前能贴切考虑这两方面内容的固结理论在国内外鲜有报道,因而开展这方面的研究对进一步弄清天然土的固结压缩行为是非常重要的。
  • Based on the new model , the influences caused by soil structure , apparent preconsolidation pressure , the re - compression index , the coefficient of secondary compression , the magnitude of loading , the coefficient of permeability , the rate of loading , the thickness of clay , the self - weight , the layered property etc , in the process consolidation of soil with structure , are analyzed in detail . the difference between the present model and yin & graham model was also given
    基于本文新建模型,分析论述土结构性、表观前期固结压力、再压缩系数、次固结系数、荷载增量大小、渗透系数、加荷速率、固结层厚度、自重应力随深度变化和土体成层性等对土固结的影响,比较本文模型与yin & graham模型的异同,阐述土结构性和流变性对软土固结压缩行为的影响。
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