1) elastic axial restrain
弹性轴向约束
2) longitudinal elastic constraints
纵向弹性约束
1.
In this paper the influence of longitudinal elastic constraints between the tower and beam on the seismic performance of cable-stayed bridges are analyzed theoretically,and an example is taken to calculate.
对塔梁间纵向弹性约束对斜拉桥抗震性能的影响进行了理论分析和实例计算。
3) axial restraint
轴向约束
1.
Parametric studies show that: the existence of the axial restraint causes an increase in the axial force before the column buckles and will reduce the buckling temperature of the column,however it has little influence on the column s .
提出了一种改进的Jezék方法,用于火灾升温下轴向约束钢框架柱屈曲后性能分析,高温条件下钢材的应力-应变关系考虑了钢柱屈曲后凸侧可能出现的卸载现象。
2.
Authors investigated the axial restraint on fire resistance of unprotected steel column with commercial finite element method(FEM) software MSC MARC Mentat.
采用大型商用有限元软件MSC MARC Mentat研究了钢结构柱所受轴向约束的刚度对抗火性能的影响,对无保护层钢结构柱的抗火性能进行有限元分析,分析结果与试验结果吻合较好。
3.
The effects of end-plate connection and axial restraint on the behaviour of steel beams are also attained.
得出钢梁的温度场分布、变形情况及端板连接、轴向约束对钢梁的影响。
4) elastic constraint
弹性约束
1.
Stability analysis and determination of maximum second-order moment of cantilever beam with elastic constraints;
弹性约束悬臂压弯梁的稳定性及最大二阶弯矩
2.
Static analysis of hanging submarine pipeline with elastic constraint;
海底悬空管道弹性约束静态分析
3.
The results demonstrate that the elastic constraint range of the soil on the pipeline is quite small and the plastic slippage of the soil takes place soon after the elastic state.
给出了地震条件下管土之间约束状态的判断准则 ,并以此准则对工程实例进行了计算和分析 ,进一步证实在海底埋设环境下 ,管土之间的约束进入了塑性状态 ,超出了现用规范将管土之间假设为弹性约束状态的使用范围。
5) elastic restraint
弹性约束
1.
Critical force and deformation of elastic restraint rod not only depend on the rod cross section, but also on the restraint condition.
弹性约束杆之临界力和变形不仅与杆截面特性相关,还取决于约束条件。
2.
In consideration of the randomness of elastic restraint stiffeness and both cable stiffeness and cable pretension, the general formulas for analyzing random internal forces of the prestressed steel truss by perturbation methed are obtained.
用一组弹簧约束模拟钢架的实际支撑,代替传统支座形式[2],建立了任意弹性约束拉索式预应力钢桁架的基本计算理论。
6) elastic restraints
弹性约束
1.
Results of elastic restraints steel beams subjected to common load are presented.
根据薄壁构件弯曲与扭转理论,在弹性约束条件下对H型截面构件的势能方程进行推导,并由最小势能原理,导出了弹性约束条件下H型截面构件稳定计算的单元刚度矩阵。
2.
If these elastic restraints action of buckling resistance is taken into account the critical loads of steel members may apparentely been increased and plenty of steel material is saved.
本文用有限单元法对弹性约束条件下薄壁构件的临界荷载进行了研究。
补充资料:单轴各向异性
单轴各向异性是磁晶各向异性的最简单形式,即自发磁化的稳定方向(或易磁化方向)平行于一特殊晶轴。如六方晶系钴的自发磁化方向平行于 C轴(见晶体结构),这就表现出强的单轴各向异性。磁性材料的单轴各向异性值一般都低于其磁晶各向异性值,为103erg/cm3量级。磁性材料经磁场热处理或强的冷加工而产生的感生各向异性,都属于单轴各向异性。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条