翼缘板

So the thorough study on the rotational restraintfor elastic distortional buckling analysis is presented.

该文对冷弯薄壁卷边槽钢弹性畸变屈曲分析中腹板提供给翼缘板的转动约束刚度取值进行了全面深入的研究。

Our company specializes in distribution of steel plate with flange, is operating in North China are large in scale, variety complete, the lowest price, after-sales service the most sophisticated flange plate distribution business, welcome new and old customers call us.

我公司专业经销钢结构用翼缘板，是目前华北地区经营规模大、品种齐全、价格最低、售后服务最完善的翼缘板经销企业，欢迎新老客户来电垂询。

Continuous beam models with spring supports were set up to model end-plate connections. By comparing the results from tests with those from model analysis, the following conclusions can be drawn: during loading process, the neutral axis moves from the centroid axis to compression zone, not exceeding the center line of bolts inside the compression flange; ultimately, the tension flange and end-plate can be simplified as T-stub on the assumption that the axial forces of bolts in tension zone are equal to each other.

理论计算系建立带弹性支座的连续梁模型模拟端板连接，将模型计算结果与试验结果比较分析，结果表明：加载过程中，螺栓群中和轴逐渐从其形心轴向受压区移动，但不超过受压翼缘内侧螺栓中心线；极限状态下，受拉翼缘和端板可简化为等效T型件。

Cracks have been found in the flange and web splices at groove welds in at least four bridges.

至少在四座桥梁的翼缘板和腹板拼接坡口焊缝中发现了裂纹。

Especially effect of differential settlement. Compare with two connection forms in expended P.C.

拓宽后的连续箱梁需要特别注意梁体底板及拼接翼缘板根部在中跨跨中截面和支点截面的混凝土纵、横向拉应力计算。

Contact elements are set between end plate, angles, T-stub and column flange, screw cap and neighborhood plane, bolt bar and hole.

分析中，建模时端板与柱翼缘，角钢和T形连接件与柱翼缘和梁翼缘，螺栓头与相邻板件间，螺栓杆与孔壁间都设置了反映边界状态的接触单元。

Tangshan Huixing my company is an agent in Hangzhou, operating a variety of flange plate.

我公司是唐山滙鑫在杭州的一级代理商，经营各种规格的翼缘板。

Of section excellent performance: flange plate and web thickness ratio can be increased, as compared with the repressive recently, the weight under the same conditions, can be made into the flexural properties of larger, higher performance interface components; at the interface with the same performance, build lighter.

截面性能优良：翼缘板与腹板厚度之比可以增大，与压制性刚相比，在重量相同的条件下，可以制成抗弯性能更大，界面性能更高的构件；在界面性能相同时，构建更轻。

The paper describes how the local force of the main web is considered as the force caused by the Contact pressure among the trolley wheel, rail and top flange, and how the contact analysis model for the local force is built by means of both Hertz theory and finite element software ANSYS combined. Also, it analyzes the variation of the local stress under the different conditions and comes to a conclusion, and compares the results derived from the experimental formula with the result from ANSYS.

本论文的主要内容：将Hertz接触理论和有限元软件ANSYS结合起来，把主腹板的局部受力问题视为小车轮与轨道及轨道与上翼缘板之间发生接触行为作用下的受力问题，建立了小车轮压作用处偏轨箱形梁主腹板局部受力的接触分析模型，研究不同情况（小车轮压、箱形梁几何参数和轨道截面惯性矩）下局部应力的变化规律，得出相关结论；最后将经验公式解与ANSYS数值解进行对比分析论证。

The experimental results indicate that the flexural strength increases with the increase of the ratio of flexural reinforcement and the thickness of flange of the shape steel; the shear strength increases with the increase in the thickness of the web of the shape steel.

试验结果表明，箱形SRC梁的抗弯强度随纵筋配筋率和型钢翼缘板厚度的增大而提高，剪切强度随型钢腹板的厚度增大而提高。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。