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弯曲     
相关语句
  bending
     Research on Intelligent Control Technologies for V Shaped Free Bending of Sheet Metal
     板材V型自由弯曲智能化控制技术的研究
短句来源
     Study on Variational Principles of Springback for Bending and Its Numerical Simulation
     弯曲回弹变分原理及其数值模拟研究
短句来源
     ON THE BENDING STRENGTH OF FERRO-CEMENT FLANGE BEAMS WITH STEEL WEB
     钢骨架钢丝网水泥板组合梁在弯曲时的强度研究
短句来源
     Plane Strain Fracture Toughness Testing by Three-Point Bending
     用三点弯曲试样测试平面应变断裂韧性
短句来源
     Bending of Rectangular Cantilever Plates
     悬臂矩形板的弯曲
短句来源
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  bend
     Investigation on the Technological Process of a φ1040×1500 Bend Stretcher Leveller
     φ1040×1500拉伸弯曲矫正机工艺研究
短句来源
     A Study about J and rp in the Three-point Bend Specimens with Shallow Notches
     浅裂纹三点弯曲试件的J和r_p研究
短句来源
     A Study of COD on Three-point Bend Specimen ts with Shallow Crack
     浅裂纹三点弯曲试件的COD研究
短句来源
     Determination of Fracture Toughness of the High-Strength Steel Bar with Arc-Shaped Three-Point Bend Specimen
     用拱形三点弯曲试样测定高强钢棒材断裂韧性
短句来源
     Numerical Method for Determining K_1 of Straight Three-point Bend Specimen
     直三点弯曲试样K_1的数值解法
短句来源
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  flexural
     Durability and Service Life Prediction of Concrete Subjected to the Combined Action of Freezing-Thawing, Sustained External Flexural Stress and Salt Solution
     冻融循环与外部弯曲应力、盐溶液复合作用下混凝土的耐久性与寿命预测
短句来源
     The Flexural Stress Concentration Coefficient of Medium Diesel Crankshaft
     中速柴油机曲轴弯曲应力集中系数
短句来源
     Large Deformation Theory for Flexural Motions of Thin Elastic Plate
     弹性薄板大变形弯曲运动理论
短句来源
     The test and calculation for the flexural strength of carbon fibre laminate composites
     碳纤维复合材料层压板弯曲强度的测试与计算
短句来源
     On the Finite Element Analysis and the Problem of Flexural Strength for Semitrailer Frame
     半挂车车架的有限元分析及其静弯曲强度储备问题
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  curved
     Phenotypic distributions of panicle angle and number of spikelets per panicle were investigated in P 1, P 2, F 1and F 2 generations(in 2002) and P 1, P 2, F 1, F 2, F (2∶3) generations(in 2003) from the cross Bing 8979(erect panicle, japonica rice) and C Bao(curved panicle, japonica rice).
     调查了粳稻直立穗品种丙8979与弯曲穗品种C堡杂交组合的P1、P2、F1、F2四个世代(2002年)和P1、P2、F1、F2、F2∶3五个世代(2003年)的穗角和每穗颖花数的表型分布。
短句来源
     SOLUTION OF CHIRAL QCD_2 IN 1+1 DIMENSIONAL CURVED SPACETIME
     1+1维弯曲时空中手征QCD_2的解
短句来源
     Primary conidia long obovoid or fusoid, symmetrical or slightly curved, 42.6—76.7×12.3—26.0μm (ave. 57.6×18.6μm), with L/D 2.2—4.9 (ave. 3.1);
     其初生分生孢子长倒拟卵形或拟纺锤形,对称或略弯曲,42.6—76.7×l 2.3—26.0μm(平均57.6×l 8.6μm),长径比2.2—4.9(平均3.1);
短句来源
     2. the conidiophores are long, microconidia oval to long ellipsoid, 4-6 ×5-23μm, macroconidia slightly curved with blunt ends, 3-4 septa, 18-33×4-6.5μm, wall of chlamydospore smooth or rough, which is F.
     (2)分生孢子梗较长,小孢子卵形或长椭圆形,大小为4~6μm×5~23μm; 大孢子稍弯曲,两端钝圆,具3~4个隔膜,大小为18~33μm×4~6.5μm;
短句来源
     It can produced two hyaline phialopore conidia, one is ovate to cylindrical, slightly curved, 6~17 μm×1.5~6 μm;
     分生孢子无色,有两种,一种长卵圆形,单胞,稍弯曲,6~17μm×1.5~6μm;
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  bending
In this paper, the boundary stabilization of the Timoshenko equation of a nonuniform beam, with clamped boundary condition at one end and with bending moment and shear force controls at the other end, is considered.
      
It is proved that the system is exponentially stabilizable when the bending moment and shear force controls are simultaneously applied.
      
A fourth-order variational inequality of the second kind arising in a plate frictional bending problem is considered.
      
We then present the arithmetic for dynamic automatic identification of standing tree limbs, extracting basic growth characteristics of the standing trees such as the form, size, degree of bending and their relative spatial position.
      
Under the high bending vibration mode, resonance frequency and other parameters of longitudinal and radial wood were tested.
      
更多          
  bend
Some of them including the existence problem, minimax problem, net representation, bend minimization, area minimization, placement problem, routing problem, etc.
      
This paper provides the complete proof of the fact that any planar cubic graph is at most single-bend embeddable except for the tetrahedron.
      
AnO(n) amortized time algorithm for drawing an at most single-bend embedding of a cubic graph is also presented, wheren is the number of vertices of the graph.
      
Furthermore, it is proved that the minimum of the total number of bends in an at most single-bend embedding of a cubic graph of ordern is less than or equal to 0.5n+1.
      
In a discharge passage with a guide blade discharge circulation and secondary flow because of bend pipe, the flow in a 1-channel discharge passage of an axial flow pump is a complicated spiral flow.
      
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  flexural
The columns under low cyclic lateral loading mainly failed in the flexural-shear mode.
      
Four-point bending flexural tests were conducted to one full-size reinforced concrete (RC) beam and three full-size RC beams strengthened with carbon fiber plates (CFPs).
      
The experimental results showed that the consumption of CFP had significant effects on failure modes and the flexural capacity.
      
The flow by a plane stream of an ideal liquid around a cylindrical shell of zero flexural stiffness (a soft cylindrical shell), or a gas bubble on the boundary of which forces of tension act, was studied in [1-6].
      
We consider the flow, around a flexible cylindrical shell which possesses a flexural stiffness and at the same time admits large displacements, by a plane system of an ideal incompressible liquid.
      
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  curved
Euclidean geometry of curved exponential families and its application to confidence regions
      
Efron and Amari presented a Riemannian geometric framework for curved exponential families and studied the information loss and the variance of the estimate using this framework.
      
Based on this new framework, we study confidence regions for curved exponential families which have not been studied by Efron and Amari.
      
The MP is equipped with ferromagnetic adhesive devices and can work on a spatial curved surface.
      
The contradiction between mobility and load-bearing ability is analyzed, and the problem of self-adaptation to the curved face is solved using differential-driven wheeled locomotion with ferromagnetic adhesive devices.
      
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