1) Local warping
局部翘曲
2) head bending
头部翘曲
1.
Experimental research of the slab head bending in unsymmetrical rolling;
中厚板非对称轧制头部翘曲的实验研究
2.
To general problem of the slab head bending in rolling, the effect of geometric shape coefficient of the deformation zone and entry angle on head bending is researched.
本文针对中厚板轧制过程中因头部翘曲而影响产品质量和产量这一生产中普遍存在的问题,研究了变形区几何形状系数和送入角变化对轧件头部翘曲的影响。
3) warp at the end of the slab
尾部翘曲
1.
The characteristics of the slab shape after SP,and the influence of the un-symmetry factor and the width reduction on the warp at the end of the slab are investigated.
文章采用数值模拟和物理模拟相结合的方法,研究了SP(Sizing Press)侧压调宽过程中板坯的变形规律、SP侧压变形后板坯形状的特征、不对称变形条件和侧压量对板坯尾部翘曲的影响规律以及板坯形状对后续水平轧制后轧件板形的影响。
4) local buckling
局部屈曲
1.
Analysis of the local buckling of the steel plates in thin-walled concrete-filled steel box columns;
方形钢管混凝土轴压柱局部屈曲性能的研究
2.
Test and analysis on local buckling behavior of concrete-filled steel box composite beam;
钢箱-混凝土梁局部屈曲分析与试验研究
3.
Theoretical analysis on local buckling behavior of concrete filled rectangular steel tube column subjected to axis force;
矩形钢管混凝土轴压柱局部屈曲性能的解析分析
5) local bending
局部弯曲
1.
A semi-analytical method is developed to study the local bending and local buckling behavior of the structure based on the classical laminated plate theory.
本文采用双参数基础模型模拟软夹芯材料与受载层合面板间的相互作用,基于经典层合板理论,推导并给出了夹芯板结构局部变形问题的半解析分析方法,并通过算例讨论了边界条件、荷载作用方式、夹芯层厚度与弹性模量等因素对该类结构局部弯曲和局部屈曲行为的影响。
2.
Utilizing this method, the phenomena of local bending observed in experiments can theoretically be explained.
给出非均布表面应力作用下弹性薄板挠曲变形问题的控制方程及边界条件,通过与热应力问题进行物理比拟,对这一问题进行了求解,并采用这一方法对实验中观测到的局部弯曲现象进行了理论解释。
3.
The empirical rules,which take into account the non neighbor interactions between the base pair steps,have been presented to predict the local bending of B DNA.
考虑碱基对梯阶之间的非紧邻相互作用,提出了预测 B D N A 局部弯曲的经验规则。
补充资料:翘翘
1.出群貌。 2.高而危殆貌。 3.引申为惶恐谨慎貌。 4.上举貌。 5.众多貌。 6.企盼貌。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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