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1)  I-section beams curved in plan
工形曲梁
2)  I-type curved beam
工字形曲梁
3)  box curved beam
箱形曲梁
1.
This paper makes the analysis and calculation of the stability of I-type curved beam and box curved beam, and simulates the working performances of the curved beams with two kinds of sections under the vertical even load along the full span.
对工字形和箱形曲梁进行了稳定分析计算,模拟了在满跨均布竖向荷载作用下两种截面曲梁的工作特性。
4)  I-beam [英]['aibi:m]  [美]['aɪ,bim]
工形梁
1.
The causes of I-beam lateral bending during applying prestressed stage, and the prevention measures are determined as far as the influence factors are concerned.
对施加预应力阶段引起工形梁侧弯的原因进行分析,并针对其各影响因素明确侧弯防治措施,同时,对已形成侧弯的工形梁提出处理方案,优化施工工艺,减小吊装阶段引起的侧弯量,可为工形梁的侧弯控制提供参考。
5)  beam deformed
梁弯曲变形
1.
It applies to solve various beam deformed, and raises teaching effect of material mechanics.
由功的互等定理法给出了在材料力学中求解梁弯曲变形的另一种方法,该方法适用于解决各种梁的变形,提高材料力学的教学效果。
6)  S-shape curved beam
S形钢曲梁
1.
This paper analyzed the ultimate bearing capacity of a welded I-section with S-shape curved beam with finite element software Ansys.
采用有限元分析软件Ansys,对一焊接工字S形钢曲梁的稳定极限承载力进行分析,考虑几何和材料的非线性效应,对影响S形曲梁稳定极限承载力的拐点、圆心角、腹板高厚比和翼缘宽厚比等因素进行了较全面研究。
补充资料:曲工
1.乐工。
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