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Numerical Analysis of the Bulging of Continuously Cast Slabs

机译:连铸坯鼓胀的数值分析

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To guarantee the quality of continuously cast steel, the solidifying process should be studied. Both theory and experiments have shown that excessive stress inside the steel strand, which results from thermal contraction, bending and bulging of the solidified shell, can cause internal and surface cracks. The bulging of the shell is in general a visco-elasto-plastic phenomenon coupled with phase change. In this paper, the theory of elasticity is applied to study numerically the bulging behavior of the solid shell between consecutive supporting rollers. The boundary conditions between the shell and the rollers are described by the physical elastic contact theory. By an adjusting algorithm, the boundary conditions can be established. Considering the geometry of the steel slab, both heat transfer and stress analysis can be simplified to two-dimensional problems. Furthermore, the heat transfer process can be treated independently of the deformation. With these simplifications, numerical results are obtained.
机译:为了保证连铸钢的质量,应研究凝固过程。理论和实验都表明,钢绞线内部的过大应力是由凝固壳的热收缩,弯曲和凸出引起的,会导致内部和表面裂纹。外壳的鼓胀通常是一种粘弹塑性现象,并伴有相变。在本文中,使用弹性理论对连续支撑辊之间的实心壳体的鼓胀行为进行数值研究。壳体和滚子之间的边界条件由物理弹性接触理论描述。通过调整算法,可以建立边界条件。考虑到钢坯的几何形状,传热和应力分析都可以简化为二维问题。此外,可以独立于变形来处理传热过程。通过这些简化,获得了数值结果。

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