不同孔型参数对薄壁无缝管顶管过程管壁拉凹的影响

针对某钢管公司Φ114 mm CPE顶管机组薄壁无缝管顶管过程中出现的管壁拉凹缺陷,借助于有限元分析软件Simufact,对典型规格Φ111 mm×4. 35 mm的42CrMo4钢管顶管过程进行三维弹塑性有限元模拟,分析了不同孔型参数对顶管过程的模辊力、各机架出口轧件壁厚及应力应变的影响。结果表明:顶管过程中,减壁量较大的机架之间存在张力作用;不同孔型系列,机架减壁量(减壁率)越大,机架间张力、轧件在辊缝处产生的附加变形、壁厚拉薄量和所受的轴向拉应力越大,管壁发生拉凹的倾向性增大。因此,在设计孔型时,要合理分配各机架的减壁量(减壁率),使单个机架的减壁量(减壁率)不宜太大。通过现场生产探伤数据对模拟结果的正确性进行了验证。

Numerical Simulation of Continuous Tension Leveling Process of Thin Strip Steel and Its Application

Cold-rolled thin strip steel of high flatness quality undergoes multistage deformation during tension leveling. Thus, the parameters of set-up and manipulating are more difficult. With the aid of FE code MSC. MARC, the tension leveling process of thin strip steel was numerically simulated. Concentrating on the influence of the roll intermeshes in 2# anti-cambering on the distribution and magnitude of residual stresses in leveled strip steel, several experiments were clone with the tension leveler based on the results from the simulation. It was found from the simulation that the magnitude of longitudinal residual stresses in the cross-section of the leveled strip steel regularly presents obvious interdependence with the roll intermeshes in 2# anti-cambering. In addition, there is a steady zone as the longitudinal residual stresses of the surface layers in leveled strip steel vary with the roll intermeshes of 2# anticambering, which is of importance in the manipulation of tension levelers. It was also found that the distribution of strains and stresses across the width of strip steel is uneven during leveling or after removing the tension loaded upon the strip, from which it was found that 3D simulation could not be replaced by 2D analysis because 2D analysis in this case cannot represent the physical behavior of strip steel deformation during tension leveling.

2Cr13钢无缝管内折叠的形成机理和消除措施

为了研究某钢管公司2Cr13钢无缝管实际生产中出现的内折叠缺陷问题,在测定2Cr13钢高温力学性能的基础上,借助于有限元软件Simufact,通过Oyane韧性断裂损伤场模拟预测了2Cr13钢的临界压下率范围,并对典型规格2Cr13钢管现有工艺穿孔过程进行三维弹塑性有限元模拟,分析了穿孔过程中轧件的应力/应变分布、温度场、力能参数及内折叠缺陷形成的倾向性,在此基础上研究了不同的穿孔调整参数对穿孔内折叠及轧卡倾向性的影响。结果表明,2Cr13钢临界压下率在6.0%~6.5%之间,穿孔不发生内折叠且二次咬入顺利的顶前压下率范围较窄,工艺调整范围较小;轧辊入口锥摩擦因数增大,利于穿孔的二次咬入,同时减小轧辊磨损及内折叠的发生;现行工艺穿孔时,在距离管坯前端面约80 mm处,管坯中心点三向正应力均为拉应力且同时达到最大,最大横向、径向和轴向拉应力分别为87.30、12.39和53.38 MPa;在该处及其附近区域管坯中心发生了内撕裂,进而产生穿孔内折叠缺陷;将顶前压下率由原工艺的6.39%调整为5.75%,穿孔过程中轧件中心不发生内撕裂现象,不产生内折叠缺陷。优化的调整参数为,轧辊辊距B_(CK)=133.6 mm,导板距L_(CK)=145 mm,顶头前伸量b=89 mm。通过现场生产探伤数据对模拟结果的正确性进行了验证。

薄壁无缝钢管顶管过程拉凹缺陷研究

为了解决CPE顶管机组轧制薄壁无缝管实际生产中出现的管壁拉凹问题,基于某钢管公司?114 mm CPE顶管机组的装备和工艺条件,借助于有限元分析软件Simufact,对42CrMo4钢管典型规格?111 mm×4.35 mm顶管过程的辊模力、各机架轧件出口壁厚、应力应变及相对滑动速度进行了分析。结果表明,顶管过程中,减壁量较大的机架之间存在张力作用,机架减壁量越大,轧件在辊缝处壁厚减薄量越大;轧件在辊缝处所受到的轴向应力均为拉应力,在靠近轧件头部一段距离内轧件所受到的轴向拉应力较大,发生壁厚拉凹的倾向性增大。机架过大的减壁量和减壁率引起的轧件沿孔型宽度方向的严重不均匀变形、机架间大的张力及芯棒与轧件间过大的速度差引起的芯棒拽入力是顶管过程管壁拉凹缺陷产生的主要原因。

Assel轧机轧制薄壁管壁厚螺旋性不均研究

针对Assel轧管机轧制薄壁管时出现内螺纹缺陷问题,采用三维有限元分析软件Simufact,对X20Cr13钢管典型规格160mm×6.5mm Assel斜轧过程进行数值模拟。研究了不同芯棒运动方式、送进角及轧辊辗轧带线型对斜轧后荒管内螺纹深度的影响。结果表明：全浮动芯棒轧后荒管所产生的内螺纹深度最小,固定芯棒次之,拉力芯棒最差;随着送进角逐渐增大,轧后荒管的内螺纹深度逐渐加深;双曲线型辗轧带更有利于控制轧后荒管的内螺纹深度,双曲线辗轧带条件下,轧件在轧制过程中所产生的扭转变形量要较直线型辗轧带小大约35%。