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stress function相关的网络例句

查询词典 stress function

与 stress function 相关的网络例句 [注:此内容来源于网络,仅供参考]

Because of the biceps and triceps' contract force and the reacting force of trochlea humeri, compressive stress was produced in the front of olecranon, while tensile stress in the back. The stress caused olecranon fracture. The place of most fracture lied between the tine and the middle, and most of fracture line was transverse or oblique.

由于肱二头肌、肱三头肌的收缩和肘关节反力的作用,尺骨鹰嘴关节侧产生压应力,背侧为张应力,导致尺骨鹰嘴发生骨折,骨折多发生在尖腰部,骨折线多呈横形或短斜形。

Data were obtained and analyzed, including ultimate tensile stress σ(subscript max, breaking strain ε(subscript m, and modulus of elasticity under 0.3MPa stress. Results The ultimate tensile stress of three groups are respectively 6.01±1.43、6.96±0.93 and 12.94±2.03MPa. Samples following GA treatment improve correspondingly, but stiffness of the tissue is increased.

结果 三组极限抗张强度分别为(6.01±1.43)、(6.96±0.93)和(12.94±2.03)MPa,戊二醛处理后的SIS在强度上有较大改善,但是组织变得僵硬;亚甲基蓝光氧化交联处理后的SIS强度改善不是特别明显,柔韧性增强。

Positive tensile stress on iron undersurface relaxes to the inner of iron and negative tensile stress on iron undersurface concentrates on the side of iron as the temperature declining, so cracks easily appear at the site where positive and negative tensile stress cross.

在冷却过程中,铸铁下表面的拉应力逐渐向铸铁内部释放;同时,压应力逐渐向铸铁的两侧端面集中。因此在拉应力和压应力的交界处,容易产生裂纹。

Using the fatigue equation, the fatigue performance of porous concrete and common semi-rigid base materials and cement concrete are compared, the fatigue stress coefficient which is used in the load stress calculation for porous concrete as undersurface of cement concrete pavement and the tensile strength structure coefficient which is used in the flexural stress check for porous concrete as base of asphalt pavement are obtained.

进行室内小梁弯拉疲劳试验,对疲劳试验数据进行分析,得出多孔混凝土不同失效概率下两种形式的双对数疲劳方程,利用疲劳方程,将其疲劳性能与常用半刚性基层材料和水泥混凝土进行比较,还得出了多孔混凝土作为水泥混凝土路面下面层荷载应力计算的疲劳应力系数,和作为沥青路面基层层底弯拉应力验算的抗拉强度结构系数。

The results showed that:The reductions in the shoot and root dry weights, leaf area,stern diameter of grafted plants were lower than those of ungrafted plants under the same NaCl stress.Na~+,MDA,H_2O_2 contents,O_2~- producing rate,Na~+/K~+ ratio, Na~+/Ca~(2+) ratio were lower,whereas K~+,solube sugar,shoot water content,SOD,POD, CAT,APX activity,the stability of AsA/DHA,Photosynthetic rate,transpiration rate and stomatal conductance in the leaf of grafted plants were higher than those of ungrafted plants at the same NaCl stress.Intercellular CO_2 concentration of grafted plants decreased whereas that of ungrafted plants increased significantly under salt stress.

结果表明,盐胁迫下,嫁接苗地上部和根干重、叶面积、茎粗受抑制的程度显著低于自根苗;嫁接苗叶片中Na~+、MDA、H_2O_2含量、超氧阴离子产生速率、Na~+/K~+和Na~+/Ca~(2+)比值显著低于自根苗,而叶片中K~+含量、可溶性糖含量、地上部含水量、SOD、POD、CAT、APX活性、AsA/DHA的稳定性、光合速率、蒸腾速率、气孔导度显著高于自根苗;嫁接苗的胞间CO_2浓度显著下降,自根苗的则显著上升。

Fiber Stress—Stress through a point in a part in which Stress distribution is not uniform.

纤维应力—通过应力分布不均匀的零件上的一点的应力。

Also, the conversion between counteracting force and deflection of the bridge is achieved. The study analyzes on the characteristics of the beams" stress and deformation and gets the beams" vertical fiexture stress and deflection, their rigidity rotation stress and lateral inner force caused by the beams distribution of load.

通过实测结果,得到了桥梁的支反力与挠度,箱梁桥的受力特点:包括纵向弯曲产生的竖向变位,畸变角及由畸变产生的隔板横向弯曲应力,纵向弯曲应力及箱形梁的剪力滞现象及影响因素,箱梁桥刚性转动效应和截面的歪扭情况,箱形梁在局部荷载作用的横向内力,桥面板的有效工作宽度,荷载的横向分配分析。

Results14.8% of the students of vestibule school were low stress, 68.8% of the students of vestibule school were in moderate stress, 15.7% of the students of vestibule school were high stress.

结果有14.6%的学生处于低应激水平,有69.7%的学生处于中等应激水平中,有15.6%的学生处于高度应激水平;且三组之间的SCL-90各因子差异有显著性(P.01)。

The average stress of matrix is zero, and the stress distribution be ameliorated in composite at zero stress temperature.

在零应力温度下,复合材料基体中的平均应力为零,基体中应力分布状态得到改善。

The nods and element meshes were signed out according to the geometry of every section. The geometric data was input computer and the element mesh body of cats' head was established in vizi CAD system. The Maximum stress,Minimum stress and yon Mises stress were calculated by Super SAP (93ed) finite elemental software when the force was loaded on right or left side of model in zero section.

方法猫头颅CT断层确定各层面节点并数字化,在有限元专用vizi CAD系统建立猫头颅三维有限元网格体模型,应用Super SAP有限元软件(93版)分析猫头半约束非撞击致伤时颅脑最大主应力、最小主应力、von Mises应力值及其在各层面的分布。

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