buckling strain

英 [ˈbʌklɪŋ streɪn] 美 [ˈbʌklɪŋ streɪn]

弯曲应变

化学



双语例句

  1. In this paper, buckling of thin plate due to butt weld is investigated using inherent strain method as an equivalent load.
    提出了基于固有应变对接薄板失稳分析的基本方程。
  2. The critical buckling strain is an important effect factor in the strain-based design of pipeline.
    在基于应变的管道设计方法中,临界屈曲应变是一个重要指标。
  3. The US consumer might finally be buckling under the strain of tight credit, falling house and stock prices, rising unemployment and still high commodity prices.
    美国消费者最终可能屈服于信贷紧缩、房价及股价下跌、失业加剧和大宗商品价格依然高企的压力。
  4. Both the critical buckling strain and the stress in post buckling can also be obtained on a fairly coarse ( not too fine) mesh scale.
    可对较粗的网格划分,得到临界屈曲应变和后屈曲时的应力。
  5. A variation of Stowell plastic buckling theory and Ramberg-Osgood stress strain relationship are employed to define material properties.
    材料性质采用Stowell塑性屈曲理论及Ramberg-Osgood应力应变关系加以反映。计算结果与解析解、实验值均符合良好。
  6. The character of strain concentration and plasticity local buckling can be judged at the time which major strain occur apex point.
    从不同应力状态下的应变传播发展过程得出了长轴应变出现峰值尖点(包括长度很短的峰值平台)的时刻是试样发生应变集中和塑性失稳的临界时刻这一规律;
  7. This paper has a detailed analysis of a single tape spring's buckling properties, critical moment, strain energy and resilience.
    从屈曲状态,临界弯矩,应变能,恢复力曲线等方面对单根卷尺弹簧的折叠,展开,及自锁性能做了详细的分析。
  8. Taking truck side-wall as research object, thin-plate buckling distortion is simulated by transforming inherent strain into equivalent thermal loads on the welded seams and heat affected zones. Compartments between numerical simulation results and experiments data show that both have great consistence.
    以货车侧墙薄板结构为研究对象,将固有应变等效为焊缝及热影响区的热载荷对其结构屈曲变形进行计算,结果表明仿真数值与实测数值基本一致。
  9. Against the project background of a practical steel bridge tower, another bridge tower segment specimen of rectangle section with chamfers was designed and fabricated, an axial compression test was practiced, the local buckling mode, deformation and strain rules were acquired from the test.
    以实桥钢桥塔为工程背景,设计了带切角矩形截面的钢桥塔节段模型,进行了轴心受压试验,得到了模型的局部失稳模态、变形和应变规律。