1) curve of relationship between load and deflection
荷载-挠度关系曲线
2) Load-Deflection curve
荷载-挠度曲线
1.
The load-deflection curve at the middle of SFRPCS was obtained,which shows that the development of deflection can be divided into three-stage,and the bending toughness of slab with steel fiber is increased a lot.
通过设计制作加载装置和位移传感器对三种不同钢纤维掺量(0、1%、2%)的预应力钢纤维混凝土板进行了弯曲试验研究,得到了弯曲过程中预应力钢纤维混凝土板跨中的荷载-挠度曲线,揭示了预应力钢纤维混凝土板的跨中挠度在弯曲加载过程中呈现三阶段变化,并且钢纤维的加入有助于提高板的弯曲韧性,通过等效截面法计算得出了不同钢纤维掺量板的抗弯强度。
3) load-displacement curve
荷载-挠度曲线
1.
The flexual behaviour of UHPC was researched and the flexual load-displacement curves were recorded.
通过大掺量超细工业废渣制备了2个不同配比的超高性能混凝土,分别研究了其棱柱体三点弯曲行为和薄板四点弯曲行为,绘制了弯曲荷载-挠度曲线,讨论了钢纤维、有机纤维和纤维混杂对其弯曲行为的影响。
4) load-deflection curves
荷载-挠度曲线
1.
The finite element software was adopted in this thesis,and the process from loading to failure of four sides waffle slab floor with unbounded prestressed tendons and nonprestressed steel under the condition of distributed load was simulated,and the ultimate load,load-deflection curves and the distribution of crack could be obtained.
采用有限元软件ANSYS,模拟了均布荷载作用下,周边简支混合配筋预应力混凝土密肋楼盖从开始加载到破坏的全过程,得到了极限荷载,荷载-挠度曲线和裂缝分布情况。
5) load-deflection curve
载荷-挠度曲线
6) Load-deflection relationship
荷载-挠度关系
1.
In order to investigate the nonlinear deformation of aluminum bending members,the influencing factor analysis of load-deflection relationship was presented adopting finite-element analysis(FEA) methods.
为了研究铝合金的材料非线性对其受弯构件变形的影响,采用有限元方法研究了铝合金受弯构件荷载-挠度关系的影响因素,并以主要因素为参数,计算了126根梁的荷载-挠度曲线。
补充资料：Hesse曲线(代数曲线的)
Hesse曲线(代数曲线的)
Hessian (algebraic curve)
11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖，T~aaa，即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合，也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程，关丘=刁:f/刁xi刁、，则它的He丈犯曲线的定义方程为 !不:关:五，} }五:关:五31=0. }人，人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
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