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1)  strat
压弯杆
2)  pressure-bending member
压弯杆件
3)  Castellated Beam-columns
蜂窝压弯杆件
4)  compression-bending
压弯
1.
The difference of the predictions of the load-bearing capacity using LRFD(1994),AIJ (1997),EC4(1996)and GJB(2001)is compared,and contrasts the calculating results with the experimental results,including:73 axially compressive members,8 pure bending members and 20 compression-bending members.
比较了设计规程 LRFD(1994),AIJ(1997),EC4(1996)及 GJB(2001)在进行矩形钢管混凝土构件承载力计算时的差异,并将以上规程的计算结果与收集到的试验结果进行了对比,其中包括:73个轴压、8个纯弯及20 个压弯构件。
2.
Design methods of concrete filled circular steel tubular beam-columns in different codes, including LRFD(1996,American),AIJ(1997,Japan),EC4(1996,Europe),CECS28:29(1992,China),DL/T (1999,China)are introduced respectively in this paper,the calculating results are compared with those of tests(including 256 axial loaded members,12 pure bending members and 106 compression-bending members).
简要介绍了美国 LRFD(1994)、日本 AIJ(1997)、欧洲 EC4(1996)和中国 CECS28:29(1992),DL/T5085-1999 (1999)设计规程中有关圆形截面钢管混凝土压弯构件计算方法的特点,并将各类方法的计算结果和搜集到的试验结果(包括256个轴压、12个纯弯及106个压弯构件)进行对比分析,结果表明,五种规程均能较好地计算构件的承载力,且偏于安全。
5)  Press bending
压弯
6)  bending [英][bend]  [美][bɛnd]
压弯
1.
Through analyzing integral panel and theoretical calculation of press shaping die,a combination technology of composite bending forming and shot blast is introduced,which integral panel can be carried out,so as to achieve a highly efficient,high-precision requirements.
通过对整体壁板的结构分析和压弯成形的理论计算,选择采用精密压弯和喷丸相结合的复合成形技术,对整体壁板进行成形,从而达到了高效、高精密的要求。
2.
Based on the analysis of the initial defect of the beam,it is derived a formula for stability bearing capacity of the bending members under lateral loads,and makes a conclusion of the bearing capacity and normal performance of defective beams that the defective beams with no special treatment are still safe.
通过对初始缺陷梁的理论分析,推导横向荷载作用下压弯构件的稳定承载力公式,并以此为依据,对缺陷梁承载力和正常使用性能做出判断,认为不做特殊处理缺陷梁仍是安全的。
补充资料:长春冷弯型钢总厂生产的异形冷弯型钢


长春冷弯型钢总厂生产的异形冷弯型钢


  长春冷弯型钢总厂生产的异形冷弯型钢
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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