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首页> 外文期刊>Welding Research Abroad >Thermal elastic-plastic stress and strain analysis considering temperature rise the to plastic deformation by dynamic loading in undermatched joint - studies on characteristics of dynamic deformation and fracture in welded joint with strength
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Thermal elastic-plastic stress and strain analysis considering temperature rise the to plastic deformation by dynamic loading in undermatched joint - studies on characteristics of dynamic deformation and fracture in welded joint with strength

机译:考虑不匹配接头动态载荷温升引起塑性变形的热弹塑性应力和应变分析-强度焊接接头动态变形与断裂特性研究。

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摘要

It is important to understand the characteristics of material strength and fracture under the dynamic loading like as earth. Quakes to assure the integrity of welded structures. The characteristics of dynamic strength and fracture in structural steels and their welded joints should be evaluated based on the effects of the strain rate and the service temperature. On the other hand, the temperature rises so rapidly in structures due to the plastic work done under the high strain rate, that the effect of the temperature cannot be negligible for the dynamic fracture. It is difficult to predict or measure temperature rise history with the corresponding stress-strain behavior. In particular material behaviors beyond the uniform elongation can't be precisely evaluated. though the behavior at large strain region after the maximum loading point is much important for the evaluation of fracture. In this paper, the coupling phenomena of temperature and Stress-Strain fields under the dynamic loading was simulated by using the finite element method. The modified rate-temperature parameter was defined by accounting for the effect of temperature rise under the dynamic deformation. and it was applied to the fully-coupled analysis between heat conduction and thermal elastic-plastic behavior. Temperature rise and stress-strain behavior including complicated phenomena were studied beyond the maximum loading point in structural steels and their undermatched joints and compared with the measured values.
机译:重要的是要了解像土一样的动态载荷下材料强度和断裂的特性。地震以确保焊接结构的完整性。结构钢及其焊接接头的动强度和断裂特性应根据应变率和使用温度的影响进行评估。另一方面,由于在高应变率下进行的塑性加工,温度在结构中的升高如此之快,以至于动态断裂无法忽略温度的影响。很难通过相应的应力应变行为来预测或测量温度升高的历史记录。特别是无法精确评估超出均匀伸长率的材料性能。尽管在最大载荷点之后大应变区域的行为对于评估断裂非常重要。本文采用有限元方法模拟了动载荷作用下温度与应力-应变场的耦合现象。通过考虑动态变形下温度升高的影响来定义修改后的速率-温度参数。并将其应用于热传导与热弹塑性行为的全耦合分析。研究了结构钢及其不匹配接头的最大载荷点以外的温度升高和应力应变行为,包括复杂现象,并与测量值进行了比较。

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