摘要
计算、分析了带村弹性模量、槽钢腿部长度、腰部宽度、厚度、强度极限和弹性极限对冷弯型槽钢临界弯曲角的影响,其结果对提高产品质量、降低生产成本有参考价值。
This paper analyses the influence factors of a critical bending angle of cold bend structural steel under the influence of modulus of elasticity, legged length, and waisted width and thickness of the plate, limits of strength and elasticity. The computation results give a reference value to an advance of the quality of product and a reduction of production cost.
出处
《淮海工学院学报(自然科学版)》
CAS
1997年第2期36-42,共7页
Journal of Huaihai Institute of Technology:Natural Sciences Edition
关键词
冷弯型钢
冷压成型
弯曲角
槽角
临界弯曲角
cold bend structural steel
cold - pressing
bending angle
influence factors