排序方式: 共有19条查询结果,搜索用时 15 毫秒
1.
2.
针对传统桥梁钢板强度低,冲击韧性、焊接性能、耐蚀性能差的问题,首钢公司采用低碳成分设计、添加Ni、Cr、Cu耐候元素以及Mo、Nb元素,并优化了轧制和水冷工艺,开发出具有强韧性匹配和良好耐候性的Q420qENH耐候桥梁钢板。对Q420q ENH钢板的显微组织、力学性能进行了检测,同时采用周期浸润加速腐蚀试验对Q420qENH耐候桥梁钢板和Q420qE普通桥梁钢板的腐蚀失重和腐蚀速率进行了对比分析,研究了Q420qENH钢板的锈层形貌及成分。结果表明:Q420qENH耐候桥梁钢板组织为细小的M-A岛粒状贝氏体、准多边形铁素体和针状铁素体的混合组织,具有高强度、低屈强比和良好的低温韧性;其表面生成结构致密的α-FeOOH锈层,能够阻止钢板被进一步腐蚀,因此相同条件下其耐大气腐蚀性能是Q420qE普通桥梁钢板的2倍以上。 相似文献
3.
A kinematically admissible continuous velocity field was proposed for the analysis of three-dimensional forging. The linear yield criterion expressed by geometric midline of error triangle between Tresca and Twin shear stress yield loci on the π-plane, called GM yield criterion for short, was firstly applied to analysis of the velocity field for the forging. The analytical solution of the forging force with the effects of external zone and bulging parameter is obtained by strain rate inner product. Compression tests of pure lead are performed to compare the calculated results with the measured ones. The results show that the calculated total pressures are higher than the measured ones whilst the relative error is no more than 9.5%. It is implied that the velocity field is reasonable and the geometric midline yield criterion is available. The solution is still an upper-bound one. 相似文献
4.
In this paper, a new linear yield criterion expressed by the geometric midline of error triangle between Tresca and Twin shear stress yield loci on the π-plane in Haigh-Westergaard space is introduced. The criterion is written in terms of the principal values of stress deviator and called GM yield criterion for short. Together with a Cartesian coordinate velocity field different from Avitzur’s, the GM criterion is used to get a analytical solution for strip drawing .With working example of the strip drawing through wedge-shaped die, the calculated results of relative drawing stress by the GM criterion are compared with those by Mises criterion from Avitzur formula. It turns out that the calculated results according to analytical solution of present paper are in good agreement with the numerical solution by Avitzur formula 相似文献
5.
6.
7.
8.
9.
10.
针对某厂采用400mm厚 Q345连铸坯生产120mm特厚钢板时铸坯中心缺陷压合及轧后钢板出现双鼓形缺陷的问题,以刚-粘塑性有限元软件模拟了缺陷压合条件和双鼓形形成过程。结果表明,400mm厚铸坯不能在开轧后1~3道次内压合缺陷,但随压合参数l/的增大和应变累积作用,中心裂纹被压合;第1道次压合400mm厚铸坯中心矩形裂纹的临界压下率为158%,转化为几何参数l/=0511;400mm厚铸坯在轧制的各个阶段均存在双鼓形缺陷,双鼓形最大峰值的临界变形条件为l/=0542,增大轧辊尺寸、减少横轧道次可减轻双鼓形缺陷。 相似文献