Using nonlinear finite element method, the compression load deflection of the seal was analyzed and cross sectional shape of the seal was optimized.
利用非线性有限元法分析了密封条的压缩受力变形特性，根据结构力学原理对密封条横截面形状进行了优化。
The governing equations are solved by means of a generalized Fourier series method, and subsequently the corresponding load deflection curves are obtained.
通过一个广义的傅里叶级数方法求解的控制方程，并随后得到相应的载荷挠度曲线。
Design a variety of radial clearance and the contact Angle, to meet different application requirements of load and deflection.
设计有多种径向游隙和接触角，满足不同的应用负荷和偏斜要求。
The temperature at which a thermoplastic can be operated under load can be defined qualitatively by the heat deflection temperature.
热塑性塑料带载运行温度可从质量上定义为热偏差温度。
In test system of reinforced concrete double cantilever beams, strain, deflection and load were principal experimental contents.
在钢筋混凝土双悬臂梁试验系统中，应变、挠度以及荷载是其主要的测试内容。
Because of axis line deflection and asymmetric load distribution of rotary kiln, the support parts may break, spall, or erode due to the induced overlarge contact stresses.
回转窑运行中由于轴线偏差，支承载荷分配严重不均，导致支承部件因接触应力过大而产生压溃、剥落和点蚀等现象。
Put the material in a known test hole on the aperture, and then through a small aperture will load imposed on the fabric, for reads deflection scale pointer value.
将待测材料夹在已知孔径的测试孔上，然后通过较小孔径将一定负荷施加于织物上，于刻度指针上读取挠曲度值。
For this status, this paper proposes a new load ratio deflection method for making monthly trade schedule of directly dispatched thermal power generation units.
针对此现状，提出了一种负荷率偏差法，用于解决直调火力发电单元月度电能交易计划编制问题。
Deflection, the total tendency is under the similar load, along with the web plate high increase, the built-up beam rigidity is increasing, amount of deflection unceasing reducing.
对于挠度来说，总的趋势是在同样的荷载下，随着腹板高度的增加，组合梁的刚度在增加，挠度不断的降低。
Axis line deflection and asymmetric load distribution of the rotary kiln induce the cracking of supporting shaft frequently.
回转窑运行中由于轴线偏移，支承载荷分配不均导致托轮轴疲劳断裂。
This paper analyses the speciality of the internal force and deflection in point of concrete continuous skew support curved grider bridge, gives its load test plan, way and results.
结合一连续斜弯梁桥实桥试验结果，分析了此种桥型的受力特点、变形特点，给出了试验方案、方法及试验成果。
The Angle deflection, buckling stress of insulator, horizontal load and vertical load were recorded. The mechanical failing load test was performed on buckling insulator.
监测了角度偏移、受压复合绝缘子的应力及水平荷载和垂直荷载，并在多次试验后对受压绝缘子进行了机械破坏负荷试验。
The deflection and stress of the structure are linear with load under effect of live load. The superposition principle can be used.
活载作用下结构挠度、应力与荷载呈线性关系，叠加原理能够适用。
It was also found that at a fixed temperature the transverse-rupture strength of the alloy generally increased with the steepness of load-deflection curves.
还表明，在一定温度下，载荷-挠度曲线越陡，合金的抗弯强度一般也越高。
The basic fuzzy relations among fuzzy external load, fuzzy internal force and fuzzy deflection are derived when thin, long and straight beams are bent in vertical direction.
导出了细长直梁横向弯曲时模糊外载、模糊内力和模糊挠度之间的基本模糊关系。
This is the temperature at which a simply supported beam specimen of the material, with a centrally applied load, reaches a predefined deflection.
这是中心承载的该材料简支梁达到预定偏差的温度。
The computational load versus deflection curves agree with the test results.
计算得到的荷载—挠度曲线基本吻合试验曲线。
The maximum deflection under full load was measured with a "feeler" gage, and found to be a mere 0.0035 inch (0.09 mm).
最高偏转下，满负荷是衡量一个“触角”盖奇，发现是一个仅仅0.0035英寸(0.09毫米)。
Secondly, it discussed the deflection in stability of arch bridge and geometry nonlinear theory on ultimate load-carrying ability.
其次，论述了关于拱桥稳定性的挠度问题和极限承载力的几何非线性理论。
A model for analyzing the large deflection of an elastic cantilever beam with constraint under uniformly distributed load was established.
建立了分析均布载荷作用下受约束悬臂梁的弹性大变形三阶段模型。
The abnormal deformation or local damage of steel structure can be reflected by the load-deflection curve and the deflection curve of the longitudinal axis.
钢结构的异常变形或局部损坏可通过荷载—挠度曲线以及纵轴线的挠度曲线反映出来。
Numerical examples give the macroscopic load-deflection curves and the stress-strain curves of typical soft tissues.
数值例题给出了典型生物软组织的宏观载荷-位移曲线和应力应变曲线。
The static load test was done on the frame beam strengthened by CFRP with frame joint anchored in different mode, and the bearing capacity, deflection and width of crack was surveyed.
对采用不同梁端锚固方式的碳纤维布加固框架梁进行静载试验研究，在承载力、挠度及裂缝开展等方面进行了综合比较和分析。
The ultimate load values, characteristics of failure and load-deflection relationships show good agreement between the finite element and experimental results obtained by other researchers.
由有限元计算所得的极限荷载、破坏特征以及荷载变形关系与试验结果比较接近。
Thus, for the slender struts supported on the elastically system, the influence of the bearing deflection on the critical buckling load must be considered.
因而对支承于弹性系统上的细长压杆，需考虑支坐变位对临界屈曲载荷的影响。
The closed form solutions of the critical load and the deflection contour of the delamination buckling decided by delamination radius, and the bridging factor are obtained.
给出了脱层屈曲临界载荷、挠度曲线与脱层半径、搭桥因子等的封闭关系式。
The counter deflection structure is a new-proposed steel structure especially suitable for that mainly subjected to bending load.
反挠结构是一种新近提出的钢结构，它特别适用于主要承受弯矩荷载的结构。
The counter deflection structure is a new-proposed steel structure especially suitable for that mainly subjected to bending load.
反挠结构是一种新近提出的钢结构，它特别适用于主要承受弯矩荷载的结构。
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