1) critical yield
临界威力
2) critical stress
临界应力
1.
Improving buckling critical stress of sheet with the elastic pressure on the surfaces of sheet and it's application
板面弹性压板力对提升板料失稳临界应力的作用及其应用
2.
The distribution of interior critical stress of different casings under different circumstances are analyzed by way of the establishment of nonlinear FEM,also the critical in-situ stress equations of different operating interior pressures are achieved.
通过建立非线性有限元模型,分析了不同条件下不同套管内壁临界应力的变化规律,得到了不同生产内压下的临界地应力方程。
3.
In the paper,based on the governing equations of buckling,the buckling equation of anti-symmetrically laminated plate is established and the critical stresses are calculated under two-axial compressive loads in-plane.
应用屈曲控制方程,导出了反对称层合板在面内双向压缩下的屈曲方程,计算了相应的临界荷载并讨论了层合角对临界应力的影响,分析表明层合角对材料的临界应力有较大的影响。
3) critical pressure
临界压力
1.
New theory in the front of theoretical basis research of molecular thermodynamics 4: on molecular structure of organic compound and theoretical equation of critical pressure;
分子热力学前沿基础领域中的新理论4:论有机纯质的分子结构与临界压力理论方程
2.
Prediction of the critical pressures of alkanes using a quantitative structure property relationship;
应用QSPR方法预测烷烃的临界压力
3.
The critical pressure of two spans beams with one end fixed and the other hinge joined;
一端固支一端铰支二跨梁屈曲的临界压力
4) critical force
临界力
1.
From the angle critical force,this thesis analyses the stability of the formation of axle shaft spline in the extrusion and the calculation of the constraints available after losing stability.
从临界力的角度入手分析花键半轴在挤压成形时的稳定性及失稳后可增加约束的计算,研究表明半轴花键实现精密挤压成形不稳定时可增加约束来解决失稳问题。
2.
First we suppose a deflection expression on principle of minimum potential energy for an opening elastic rectangular thin plate loaded with critical force, which can meet the side conditions of displacement or force.
从弹性带孔矩形薄板稳定最小势能原理出发,首先设定临界力作用下的挠度表达式,使之满足箱形井塔薄板的位移或力的边界条件,然后依据整个矩形的板面积除去孔口部分的面积进行积分推演,导出最小势能原理在不同边界约束下开孔矩形薄板临界力计算公式。
3.
The mathematical model, used to calculate the buckling critical force of compliant parallel four-bar mechanism with right-angle-notch flexure hinges, was established with the approximative differential equations of the flexible curve based on the bending theory in strength of materials.
利用材料力学弯曲变形理论的挠曲线近似微分方程建立了计算直角切口柔性铰链平行四杆机构屈曲临界力的数学模型。
5) critical load
临界力
1.
The critical load of the pipe helical buckling, contact force distribution of pipe on the bore hole and the average side contact force of the pipe post buckling in the horizontal section of horizontal well are calculated by using the finite difference method and the Newton iteration method.
利用有限差分法和Newton迭代法 ,计算了斜直井段管柱螺旋屈曲临界力、沿螺旋段分布的管柱与井壁接触力以及后屈曲平均侧向接触力。
2.
The shearing force is still on the critical load.
实际受压杆件横截面上不但有弯矩而且有剪力,其剪力对临界力仍有影响。
6) critical pressure
临界力
1.
Based on the finite element method and the false structure method, this paper analyses and deduces the calculating method for the critical pressure of axil pressure members with lateral elastic supports.
本文利用有限元法、共轭法对具有侧向水平弹性约束的轴心受压构件临界力的计算方法进行了分析和推导，所建立的理论计算方法概念明确、计算简便。
2.
Based of the equilibrium equations of clastic stability, the least critical pressure of open flexible noncircular cylindrical shells and plates of variable thickness with least squares points-fit of weighted-residual methods is calculated.
采用振型函数作为中面位移函数的试函数，从弹性稳定平衡方程出发，用加权残值法中的最小二乘配点法计算单向线性变厚度板及沿轴向线性变厚度圆柱壳块的最小临界力，并按本法编制的程序作了实例计算。
补充资料：临界应力
分子式：
CAS号：
性质：材料在力的作用下将发生变形。通常把满足虎克定律规定的区域称弹性变形区。把不满足虎克定律和过程不可逆的区域称塑性变形区。由弹性变形区进入塑性变形区称之为屈服。其转折点称为屈服点。该点处的应力称为屈服应力或临界应力。有些材料的屈服现象并不明显，为了便于比较，就人为规定应力—应变偏离直线关系达某值(例如，通常规定为0.2％的永久变形)时的点为屈服点，该处的应力为临界应力。应该指出，塑料材料的临界应力和加载速度，工作温度等有非常明显的依赖关系。
CAS号：
性质：材料在力的作用下将发生变形。通常把满足虎克定律规定的区域称弹性变形区。把不满足虎克定律和过程不可逆的区域称塑性变形区。由弹性变形区进入塑性变形区称之为屈服。其转折点称为屈服点。该点处的应力称为屈服应力或临界应力。有些材料的屈服现象并不明显，为了便于比较，就人为规定应力—应变偏离直线关系达某值(例如，通常规定为0.2％的永久变形)时的点为屈服点，该处的应力为临界应力。应该指出，塑料材料的临界应力和加载速度，工作温度等有非常明显的依赖关系。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条