简单应力状态的英文
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"简单应力状态"怎么读用"简单应力状态"造句
英文翻译手机版
- simple state of stress
- "简单"英文翻译 simple; uncomplicated; plain ...
- "应力"英文翻译 stress; strain; tension; cha ...
- "状态"英文翻译 status; state; condition; st ...
- "简单应力" 英文翻译 : simple stress
- "相当简单应力" 英文翻译 : equivalent simple stress
- "偏应力状态" 英文翻译 : deviatoric state of stress
- "去应力状态" 英文翻译 : entspannungsverhalten decomposition characteristic
- "无应力状态" 英文翻译 : u tre state; unstress state
- "应力,受力状态" 英文翻译 : stress
- "应力状态" 英文翻译 : state of stress; stre phase; stress condition; stress phase; stress state; stressed state
- "单向应力状态" 英文翻译 : linear stress state; uniaxial stre ed state; uniaxial stressed state
- "单轴应力状态" 英文翻译 : uniaxial state of stress
- "等压应力状态" 英文翻译 : equilateral state of stress
- "多轴应力状态" 英文翻译 : multi-axial stress condition
- "广义应力状态" 英文翻译 : generalized stress condition
- "极限应力状态" 英文翻译 : boundary state of stress; ultimate stressed state
- "静水应力状态" 英文翻译 : hydrostatic state of stress
- "均匀应力状态" 英文翻译 : homogeneous state of stress
- "空间应力状态" 英文翻译 : general state of stress
- "琅金应力状态" 英文翻译 : rankine state of stress
- "朗肯应力状态" 英文翻译 : rankine states of stresses
- "平面应力状态" 英文翻译 : plan-stressed state; plane state of stress; plane stress state; state of plane stress
- "球型应力状态" 英文翻译 : spheric stress state
- "三维应力状态" 英文翻译 : three-dimensional stress state
- "三向应力状态" 英文翻译 : three-dimensional stress state
例句与用法
- The aim of this paper is to relate structural inherent characteristic with exterior excitation , to wield experimental mode analysis technique and structure intension theory in order to separate structural leading mode under practical work state on base of spectrum analysis of exterior excitation and identification each rank mode parameter of structure . sequentially , the issue of space complex stress state in effect of static and dynamic coupling transforms into the issue of simple stress state ( under mode form ) in reciprocal effect of each rank mode in order to analyze structural dynamical intensity
将结构本身的固有特性和外部激励联系在一起,运用实验模态分析技术和结构强度理论,在对外部激励进行谱分析和识别出结构各阶模态参数的基础上,分离出实际工作状态下结构的主导模态,从而将一静动耦合力作用下的空间复杂应力状态问题转化为各阶模态相互作用下的简单应力状态(模态形态下)问题进行结构动强度分析。
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