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.
通过对热轧H型钢翼缘端部表面瑕疵进行试验、研究，认为翼缘端部表面瑕疵不影响热轧h型钢的使用。
According to usage the top of flange surface minor faults proceed experiment and study, thought it do not affect HR H-beam.
在冷弯薄壁型钢结构中，为了降低层高而让管线从梁中通过，在梁和柱的腹板及翼缘中常需要开孔洞。
In cold-formed steel structures, we need to open holes on flange and web of beams and columns for the purpose of getting through the pipeline.
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.
为了研究翼缘削弱的型钢混凝土框架的抗震性能，对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
The seismic behavior of steel reinforced concrete (SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay, 3-story SRC frame.
应用MARC软件并对其进行二次开发，建立了H型钢轧制模型，在腹板相对压下量不变条件下研究了翼缘不同的压下量对轧制过程中应力应变的影响。
The paper founded rolling model of H beam through developing MARC software. On unchanging web reduction, stress and strain change because flange reduction are different.
提要楔形变截面H型钢构件设计中常采用高而薄的腹板，这样能够充分发挥翼缘的承载能力，节省材料。
For tapered H-section members, thin and high webs are adopted, and the design fully develops flange bearing capacity and save materials.
提要楔形变截面H型钢构件设计中常采用高而薄的腹板，这样能够充分发挥翼缘的承载能力，节省材料。
For tapered H-section members, thin and high webs are adopted, and the design fully develops flange bearing capacity and save materials.
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