formed steel

Porcelain enameled formed steel plumbing fixtures - Supplement 2

搪瓷铸钢管道固定件.补充件2

The cold-formed of thin-wall channel steel columns which have large width to thickness ratio, trend to local buckling under the compression state, reducing the overall stability of components.

冷弯薄壁槽钢柱的板件宽厚比较大，在受压状态下容易发生局部屈曲而降低构件的整体稳定性。

Also use this program to proceed nonlinear analysis with semi-rigid connection in cold-formed thin-wall steel structure.

并利用该程序对半刚性连接的冷弯薄壁型钢结构进行了非线性分析。

Attractive-Cold-Formed Steel Framing is the best structure system to achieve any complicated conformation and decoration effect.

冷弯薄壁型钢结构是工艺性能最好的构造形式,最容易实现各种复杂的装饰效果.

Porcelain Enameled Formed Steel Plumbing Fixtures

搪瓷钢制卫生设备

Easy base Cold-Formed Steel Framing Residential Buildings do not require complicated design.

冷弯薄壁型钢结构住宅重量轻,对基础设计要求低,基础建造更为简单.

A full shear resisting process of a steel plate, which developed from elastic buckling to post-buckling initial yielding at the end of the strip, and then to the yielding of tension field formed in the whole plate, was simulated reasonably by use of the strip model.

利用板条模型合理地模拟了钢板由弹性屈曲到屈曲后板条端部初始屈服，再到钢板大面积充分形成拉力带屈服的全过程。

Bend formed steel plate lifting shackle

钢板弯曲成形吊叉

The roll-over bars of hot-formed steel tubing are bolted into this structure.

铺设超过酒吧的热点形成钢油管是螺栓到这个结构.

Normal formed steel for refrigerator casing, oil barrel, steel furniture, etc.

冰箱等家电外壳 、 油桶 、 钢家俱等一般成形加工用.

Theoretical Analysis and Effect Research on Residual Stresses of Thick-Wall Cold-Formed Steel

厚壁冷成型钢残余应力理论分析及其影响研究

Porcelain enameled formed steel plumbing fixtures; Supplement 1

搪瓷铸钢卫生设备.补充件1

Bend formed steel plate lifting shackle Analysis and Calculation of Crank's Optimum Section Shape in Three-Crank Universal Joint

钢板弯曲成形吊叉三叉杆滚子式万向联轴器叉杆修形的分析与计算

Experimental study on the studs connection of composite beams with formed steel deck

压型钢板组合梁栓钉连接实验研究

In China, the sectional thickness of primary component is restricted by "The Technical Criterion on Cold-formed Thin-wall Steel Structure".

我国现行《冷弯薄壁型钢结构技术规范》（GB50018-2002）对主要承重构件的截面厚度进行了限制，主要适用于仓库，厂房等公用建筑。