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。
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。
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。
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。
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。
Stability problems of latticed shells are thoroughly studied by load-deflection complete process analysis.
通过荷载-位移全过程分析对各种形式网壳结构的稳定性能进行了深入研究。
Through the load-deflection curves of SFRC, the effects of fiber kinds and fiber content on the first-crack strength and the flexural toughness of SFRC were contrasted with those of concrete.
借助弯曲荷载-挠度全曲线，分析了纤维掺量和类型对韧性指数和初裂荷载的影响。结果表明，钢纤维混凝土的抗弯初裂强度、极限强度和弯曲韧性均随纤维掺量的增大而提高。
The load-deflection characteristics of anchoring section of prestressed cable, lateral resistance distribution as well as axial load distribution of anchoring section are studied.
并将岩体剪切损伤理论与常规剪切位移法相结合，研究了拉力型预应力锚索锚固段的荷载-位移特性、侧阻力分布特性以及轴力分布特性等。
The emphasis of the analysis is put on the effects of the angle of inclination of the concentrated force upon the deformed shape, the load-deflection relationship and the length of the plastic region.
着重讨论了集中力的倾角对弯曲形状、载荷—挠度关系及塑性区长度的影响。
This paper deals with the load-deflection and load displacement curves of beams basedon the fatigue experiments of plated and unplated RC beams.
本文通过钢筋混凝土芯梁及粘贴钢板补强混凝土复合梁的疲劳试验，研究了它们在疲劳试验过程中载荷和加载线位移及跨中挠度的变化规律。
The method and procedures of establishing load-deflection model by using ANSYS software are described.
使用该模型可进行矫直行程的计算，解决了有限元方法在自动矫直机上的应用问题。
Based on result of lateral actions test, gives load-deflection curves for infilled frames. Influence of aspect ratio on response of infilled frames is analyzed.
通过水平加载的墙板单元试验，得到了墙板单元在水平荷载作用下的荷载—侧移曲线，分析了试件高宽比对墙板单元受力性能的影响。
Through the analysis of the load-deflection curves of prestressed concrete roof trusses, it is shown that these trusses deflect a considerable amount in the state of ultimate strength.
本文通过对预应力混凝土屋架的荷载-挠度曲线分析，说明预应力混凝土屋架在强度极限状态时，屋架的挠度是不小的。因此，由屋架的变位引起的上弦次弯矩影响是不可忽略的。
The load-deflection characteristics of inclined excavated foundations of transmission lines in homogeneous soil under lateral loads are analyzed using a 3-D numerical simulation model.
通过数值模拟，分析输电线路倾斜掏挖式基础在水平荷载作用下的荷载挠度特性。
It is very necessary and important to trace the complete load-deflection paths in order to know comprehensively the characteristics of structures subjected to loads.
对结构进行平衡路径的跟踪分析，是全面了解该结构的受力性能所必须进行的一项工作。
For the reinforcing soil, the soil and reinforcing materials interaction and the load-deflection relationship of the reinforcing materials can be described very well by using finite-element method.
对于加筋土，应用有限元法可以有效地分析土与加筋材料间的相互作用及加筋材料本身的应力应变关系。
For the reinforcing soil, the soil and reinforcing materials interaction and the load-deflection relationship of the reinforcing materials can be described very well by using finite-element method.
对于加筋土，应用有限元法可以有效地分析土与加筋材料间的相互作用及加筋材料本身的应力应变关系。
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