上下翼缘应力与应变关系均为直线。
The relation between stress and strain of upper or lower flange is linear.
翼缘的宽展量随立辊锥角的增加而减小。
This tend is weaken with increase of vertical roller cone Angle.
已有三个结构在翼缘节点板端部出现了裂纹。
Three structures have exhibited cracking at the ends of flange gusset plates.
梁的受拉翼缘对受弯承载力的贡献；剪力滞。
The contribution of tension flange to the flexural strength of the beam; shear lag concept.
节点翼缘对节点的抗剪贡献具有滞后性的特点。
The contribution of flange to the anti-shear of joints has the characteristic of lag.
在理论部分，研究了组合桁架的翼缘有效宽度。
At the theories part, this paper studies the flange plate effective width of composite truss.
同时还分析了翼缘对墙片的抗剪承载力的贡献。
Furthermore, the contribution of flanges to the shear resistance of the wall was analysed.
加腋型节点的塑性铰在远离柱翼缘面的梁上形成。
Studies indicate that the connection with welded haunch shifts plastic hinge away from the face of the column.
翼缘宽度变化按加强受压翼缘和加强受拉翼缘考虑。
Flange width has changed by strengthening the compression flange and strengthening the tensile flange.
电缆桥架的上翼缘局部屈曲是其破坏的主要形式之一。
Local buckling at upper flange slab of cable bridge is one of the principal damage forms.
将梁受拉翼缘单独取出，与箱形柱连接形成分析模型。
The tension side of the beam flange which was separated from the beam and the box-column formed the model for analysis.
型钢是一种轻型薄壁、翼缘与腹板垂直的经济断面型钢。
Type steels are a kind of light economic section shaped steel with the perpendicular among thin-walls, girths and web plates.
最后进行在弯矩作用下蜂窝梁翼缘对腹板的约束作用分析。
The effect of flanges restraint on the web in castellated beams under uniform moment is analyzed.
本文对外肋环板节点梁翼缘受拉模型的传力机理进行了分析。
Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is analyzed.
根据研究，提出了迅速选择不等翼缘钢梁经济梁高的公式和图表。
Based on this study, formulae and design charts are provided to select readily an economical depth of unequal-flanged steel girders.
试件在型钢翼缘和腹板上开槽后，粘贴应变片并埋置于混凝土中。
Before the structural steel was encased in concrete, the strain gauges had been plastered in the slots of the flange and the web of structural steel.
然而尚未见到关于立辊锥角对翼缘宽展的影响进行定量分析的报道。
However, it is not seen that quantitative analysis on the effects of vertical roller cone Angle on the flange lateral spread has been performed by far.
第二种是产生于立柱翼缘与主梁翼缘连接处的坡口焊缝焊趾处的裂纹。
The second crack is a crack originating at the groove weld toe of the column flange-girder flange connection.
得出了一些规律性的认识，给出了建议的翼缘连接板长度和厚度设计值。
Subsequently, draw some regularity result and give suggested thickness and length of flange connecting plate in actual engineering.
在每个支座处，使用一个直径为3.2 的暗铆钉与龙骨每个翼缘固定。
Use one 3.2 diameter blind rivet through each flange at each support.
故本文工作旨在得到一套针对复杂翼缘也可使用的极限承载力计算方法。
Therefore, this paper aims to get a kind of calculation method of ultimate bearing capacity which can also be used for I-girder with complex flange.
根据最小势能原理，建立宽翼缘t梁竖向弯曲的控制微分方程及边界条件。
According to the principle of minimum potential energy, the governing differential equations and boundary conditions are established for T-beams with wide flanges under vertical bending.
在上翼缘处有足够的松动，因而在主梁腹板上并不会引起很大的相对扭转。
At the top flange there would be enough slack so that no relative twist of any significant magnitude would be introduced into the girder web.
分析结果表明：翼缘削弱型刚性连接具有较大的连接刚度和理想的耗能性能；
The results of analysis indicate that the flange weakening type rigid connection has bigger connection rigid and better behavior of absorbing earthquake energy.
而翼缘非全部有效的卷边槽钢、Z形钢毫无对称性，使应力分析计算十分复杂。
Lipped channel and Z section with compression flange not fully effective, have no more any symmetry, so that their stress analysis become quite complicated.
对受弯构件受拉翼缘外侧粘贴FRP后的界面剪应力和界面剥离应力进行了分析。
The interfacial shear stress and peel stress between the FRP and the surface of tension flange were analyzed when the FRP was bonded to the tension flange of the bending members.
这里有些特征性暗示，看上去机翼后缘几乎没有清理过，因为有些翼缘前后散开着。
That has some signature implications, with what looks like an almost unswept trailing edge, because edges scatter forward and backwards.
本文认为《混凝土异形柱结构技术规程》中节点翼缘对节点抗剪影响的规定是可行的。
The design regulation of the effect of the flange of joints in Technical Specification of Concrete Special Shaped Column Structure is feasible.
本文认为《混凝土异形柱结构技术规程》中节点翼缘对节点抗剪影响的规定是可行的。
The design regulation of the effect of the flange of joints in Technical Specification of Concrete Special Shaped Column Structure is feasible.
应用推荐