给出反弯校直过程中的力参数、工艺参数和结构参数的计算方法。
The computation method for the parameters of mechanics, technology and structure in op bending straightening are derived.
仰卧的后弯体式：例如桥式，轮式，反台式，这些后弯的程度会更深，并且比俯卧的后弯带来更多强烈的感受。
Supine backbends: such as bridge pose, upward-facing bow, viparita dandasana are deeper back bends and create more intense sensations and experience than prone backbends.
采用轴对称动力有限元结合系统识别反分析理论进行路面模量反算，考虑了落锤式弯沉仪（FWD）荷载作用下的路面反应动力效应。
This essay adopts limited units of axial symmetry and theory of system recognizing backcalculation, in which the dynamic effect of the road surface reaction to load of FWD is considered.
本文运用金相组织分析的手段，对具有可比性的反弯试验的三种热处理制度下的样品进行分析，展示了金相组织与反弯性能之间的联系。
The article analyses the samples under the three heat treatment systems of inflection test with comparability, and illustrates the relation between metallographic structure and inflection performance.
根据弯梁原理，由光纤布拉格光栅测得的应变结果可反算出大坝沿水平向和竖向的位移分布。
According to the bending beam theory, the distribution of both horizontal and vertical displacements can be calculated from the strains measured by the FBGs.
用测得的动弯沉反算出地基反应模量。
By measuring dynamic deflection of the slab, the foundation reaction modulus is got.
本文运用了弹塑性力学的基础理论，阐述了电机转轴反弯校直的基本原理，并进行了可行性和可靠性分析。
It explains the basic principles of op-bending straightening motors axis and USES the reliable analyses and possible analyses.
本论文的研究成果能够为钢轨生产的冷却和预反弯工艺提供理论依据和参考意见。
The research results in the paper can provide the theory basis and the advisory opinion for the cooling craft and the pre-bending craft of the rail.
本文通过34个外伸梁试验，研究了钢筋在反弯点区段的锚固性能。
In this paper, the bond behavior of reinforcing bars in the region withinflexion point was investigated through 34 cantilever beam tests.
叶片反弯增加了端区叶片的负荷，加重了附面层的分离。
The negative bowed blades raise the endwall loading and emphasis the boundary layer separation.
叶片反弯增加了端区叶片的负荷，加重了附面层的分离。
The negative bowed blades raise the endwall loading and emphasis the boundary layer separation.
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