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Berechnung von Kriechverformungen unter strikter Einhaltung kontinuums-mechanischer Gleichgewichtsbedingungen

机译:严格遵守连续力学平衡条件的蠕变变形计算

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摘要

The creep deformations of a body under mechanical load is usually being calculated by an incremental process causing stress redistribution. Creep strains calculated from a given creep law are imposed onto the body in a restraining manner. Although the restraining is corrected for after each time step in order to restore the equilibrium of forces, correction cannot be achieved completely. In the present paper it is shown that the well-known instability problems of Finite-Element creep calculations are caused by residual restraining. A numerical method to impose creep strains without restraints is described and examined. The two methods have been used to calculate stress relaxation in a thick walled tube under both thermal load and internal as well as external pressure. The results for stress relaxation which in the case of unrestraining creep strains is treated as an independent relaxation process proves to be different for the two methods. In a second application the creep properties of a circumferentially notched bar under uniform tension has been investigated. The calculations show that in the state of stationary creep the minimum cross section retains its diameter, which is a statement depending on the very circumstances chosen. Experimental results confirm this property as far as the initial change of the specimens shape is concerned. However, a long-time extrapolation of the results on a steady-state creep basis would underestimate the creep deformations of the specimen at the notch.
机译:物体在机械载荷下的蠕变变形通常是通过引起应力重新分布的增量过程来计算的。根据给定的蠕变定律计算出的蠕变应变会以约束的方式施加到人体上。尽管为了恢复力的平衡而在每个时间步长之后都对约束进行了校正,但仍不能完全实现校正。本文表明有限元蠕变计算中众所周知的不稳定性问题是由残余约束引起的。描述和检验了施加无约束蠕变应变的数值方法。这两种方法已被用来计算在厚壁管中在热负荷以及内部和外部压力下的应力松弛。对于两种方法,应力松弛的结果(在无约束蠕变应变的情况下被视为独立的松弛过程)证明是不同的。在第二个应用中,已经研究了在均匀张力下周向开槽的钢筋的蠕变性能。计算表明,在固定蠕变状态下,最小横截面保持其直径,这取决于所选择的具体情况。实验结果证实了这种特性,只要考虑到样品形状的初始变化即可。但是,在稳态蠕变的基础上对结果进行长时间的外推会低估试样在缺口处的蠕变变形。

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