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屈曲荷载     
相关语句
  buckling load
     An Approximate Analysis for the Torsional Buckling Load of a Thin walled Box Column with Variable Section
     变截面箱形薄壁立柱扭转屈曲荷载的近似分析
短句来源
     Numerical results are consistent with test results, so elastic flexural-torsional buckling load of arches can be analysed by SHELL63 or BEAM189 elements.
     数值分析结果和试验结果都十分吻合,说明SHELL63壳单元、BEAM189梁单元都可较好地模拟弹性拱的整体弯扭屈曲荷载
短句来源
     THE BUCKLING LOAD AND VIBRATION FREQUENCY OF CORE TUBE WITH HOLES IN FOUR SIDES OF HANGING SINGLE CORE TUBE STRUCTURE
     核心单筒式悬挂结构中四面开洞核心筒体的屈曲荷载与振动频率
短句来源
     The Dynamic Evaluative Method of Buckling Load Analysis of Oilfield Derrick
     钻井井架屈曲荷载分析的动态评估方法(英文)
短句来源
     The research results show that the use of partial double layers spherical reticulated shell can improve the stability of single layer one and promote the ultimate buckling load of its nodes.
     研究结果表明,局部双层网壳能够明显改善单层网壳的稳定性能,提高其网壳的屈曲荷载,既具有双层网壳的稳定性,又能节省钢材,是一种理想的空间结构形式。
短句来源
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  buckling loads
     Buckling Loads for Bridge Piles
     桥梁基桩的屈曲荷载计算
短句来源
     The Rayleigh- Ritz method was used in conjunction with Navier solution procedure for determining the deflection,bending stress and shear stress in the case of bending analysis,as well as for determining the buckling loads and natural frequencies in the case of linear eigenvalue problems of buckling and vibration.
     采用 Navier解和 Rayleigh- Ritz法导出弯曲分析中的挠度、弯矩和剪力以及屈曲和振动问题中的屈曲荷载和自振频率 .
短句来源
     By application of Galerkin variational method, the critical eigenvalues, buckling loads and critical stresses are computed for shells with various truncated ratios in full concinnity.
     应用 Galerkin法计算了各种截锥比壳体在全锥度的临界特征值、屈曲荷载和临界应力。
短句来源
     It is analysed distortional buckling of cold-formed lipped channel section beams and lipped Z-purlins in terms of a simplified model,and it is calculated distortional buckling loads and local buckling coefficients of lipped channel section beams and lipped Z-purlins in terms of finite element method.
     利用Hancock的简化模型分析了卷边槽形、卷边Z形檩条的畸变屈曲,用有限元方法计算了卷边槽形、卷边Z形檩条的畸变屈曲荷载以及翼缘局部屈曲系数,研究了卷边角度对畸变屈曲荷载的影响,提出斜卷边加劲板的屈曲系数取值以及屈曲系数关于卷边角度变化的公式。
短句来源
     Application of Numerical Integration in the Analysis of Elastic-plastic Flexural-torsional Buckling Loads of Compression Members
     数值积分法在压弯构件弹塑性弯扭屈曲荷载分析中的应用
短句来源
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  yield load
     Inelastic Yield Load of Gangue Concrete Filled Steel Tubular Middle Long Columns Under Axial Compression
     钢管煤矸石混凝土轴压中长柱的非弹性屈曲荷载
短句来源
     Inelastic yield load of concrete filled steel tubular middle long columns under axial compression
     钢管混凝土轴压中长柱的非弹性屈曲荷载
短句来源
     Inelastic yield load formula of axial compression middle long columns was deduced through the use of tangent modulus theory.
     并用切线模量理论推导出计算钢管煤矸石混凝土轴压中长柱非弹性屈曲荷载的计算公式;
短句来源
  flexion load
     In this paper, it deduces linear flexion load according to energy principle, which the case is thin walled pole-shell, and concludes nonlinear formula on flexion load of case approximately, which use reduced means, then formula is verified by finite element program, analysis consult certify that formula is right.
     以薄壁柱壳为例,根据能量原理推导其线性屈曲荷载,并采用折减的方法近似地得出壳体非线性屈曲荷载的公式,最后采用有限元程序对公式进行验证,分析结果表明公式的正确性。
短句来源

 

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  buckling load
Based on the results of the tests and literature, the formula of the buckling load of composite pipes under axially compressive load was presented based on Perry formula.
      
Analysis modeling for plate buckling load of vibration test
      
Thus, there has been a tendency in the construction field to derive a precise buckling load analysis model of member in order to establish accurate safety factors.
      
A numerical analysis model, using modal analysis to acquire the dynamic function calculated by dynamic parameter to get the buckling load of member, is proposed in this paper.
      
The analysis results indicated that this proposed method only needs to apply modal parameters of 7×7 test points to obtain a theoretical value of buckling load.
      
更多          
  buckling loads
The natural frequencies and buckling loads of these thin-walled structures are computed.
      
Using the differential equation of equilibrium and an energy method, the flexural and torsional-flexural buckling loads are evaluated.
      
Equations to determine the buckling loads are developed considering typical end-conditions.
      
Buckling loads of linearly tapered columns laterally restrained by multiple elastic springs
      
This paper discusses the numerical methods that were developed for calculating the buckling loads with the corresponding buckled shapes of linearly tapered columns laterally restrained by multiple elastic springs.
      
更多          
  yield load
The purpose of this study was to evaluate the effect of screw placement on the stiffness, yield load, and ultimate load of hamstring graft fixation in the tibial tunnel.
      
Tibial fixation stiffness was greater using concentric screw placement (P >amp;lt; 0.05) although there was no statistical difference in yield load, slippage, or ultimate load.
      
Analysis of yield load, maximum load and stiffness in the single cycle loading test showed no statistically significant differences for hybrid fixation with a 1?mm undersized screw and aperture fixation with a screw matching the size of the tunnel.
      
The BioCorkscrew group also displayed greater yield load during load to failure testing (492.2?±?204?N vs.
      
Elongation after 1,000 loading cycles, ultimate failure load, yield load, stiffness, deformation at the yield point, and mode of failure were recorded.
      
更多          
  flexion load
All fractures were produced by the same mechanism (axial compression/flexion load).
      
For example, an internal knee extension moment will tend to resist an external knee flexion load.
      
It was also of interest to assess whether variation in the peak flexion load amplitude affected the responses during flexion and in the rest period.
      
The anterior column collapses under an axial or flexion load, with fracture of one or both endplates.
      
The laminar hooks 2 levels above and 1 below the fracture absorb the flexion load and therefore shield the screws from pullout forces and moments.
      
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