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首页> 外文期刊>The Journal of Strain Analysis for Engineering Design >Growth of yield front in thermo-mechanically loaded non-uniform bars using an iterative variational method
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Growth of yield front in thermo-mechanically loaded non-uniform bars using an iterative variational method

机译:使用迭代变分方法在热机械加载非均匀钢筋中屈服前沿的增长

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The aim of this study is to investigate the growth of yield front in post-elastic domain of a thermo-mechanically loaded non-uniform bar with clamped ends. The problem is solved through an extension of the variational method in post-elastic regime. It is assumed that yield stress is the only physical parameter dependent on temperature variation of the bar and all other material properties remain constant corresponding to the value at ambient temperature. The bar is axisymmetric, and during thermal loading, its plane cross sections remain plane maintaining axisymmetry. This analysis of the energy-based variational formulation is carried out by Galerkin's principle, using a linear combination of sets of orthogonal coordinate functions which satisfy prescribed boundary conditions. The approximate solution additionally needs an iterative technique to find the growth in yield front for the type of prescribed temperature field. The solution algorithm is actualized with the assistance of MATLAB((R)) computational simulation software. Uniform, linear and parabolic types of temperature distribution over the length of the bar are assumed, and some numerical results in dimensional form are presented and discussed for a clamped-clamped mild steel bar. The temperatures corresponding to onset of yielding and total collapse are considered as markers of yield limit and collapse loads. The temperatures and limit load factors for different bar geometries and temperature distributions are provided. The results reveal that the thermo-elasto-plastic deformation of clamped bar is significantly influenced by the effect of geometry parameters and by the nature of thermal load.
机译:这项研究的目的是研究热力学加载的,两端不固定的钢筋在弹性后域中屈服前沿的增长。通过扩展后弹性状态下的变分方法可以解决该问题。假定屈服应力是唯一取决于棒温度变化的物理参数,并且所有其他材料属性保持恒定,与环境温度下的值相对应。该杆是轴对称的,并且在热负荷期间,其平面横截面保持平面,从而保持轴对称。基于能量的变分公式的分析是根据Galerkin原理,使用满足预定边界条件的一组正交坐标函数的线性组合进行的。近似解还需要一种迭代技术,以找到针对规定温度场类型的产量前沿的增长。该解决算法是在MATLAB(R)计算仿真软件的帮助下实现的。假定在棒的长度上温度分布是均匀的,线性的和抛物线型的,并给出了夹紧形式的低碳钢的尺寸形式的数值结果并进行了讨论。对应于屈服开始和完全塌陷的温度被认为是屈服极限和塌陷载荷的标志。提供了不同条形和温度分布的温度和极限载荷系数。结果表明,夹筋的热弹塑性变形受几何参数的影响和热负荷的性质显着影响。

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