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Minimizing distortion and internal forces in truss structures by simulated annealing

机译:通过模拟退火最小化桁架结构中的变形和内力

摘要

Inaccuracies in the length of members and the diameters of joints of large truss reflector backup structures may produce unacceptable levels of surface distortion and member forces. However, if the member lengths and joint diameters can be measured accurately it is possible to configure the members and joints so that root-mean-square (rms) surface error and/or rms member forces is minimized. Following Greene and Haftka (1989) it is assumed that the force vector f is linearly proportional to the member length errors e(sub M) of dimension NMEMB (the number of members) and joint errors e(sub J) of dimension NJOINT (the number of joints), and that the best-fit displacement vector d is a linear function of f. Let NNODES denote the number of positions on the surface of the truss where error influences are measured. The solution of the problem is discussed. To classify, this problem was compared to a similar combinatorial optimization problem. In particular, when only the member length errors are considered, minimizing d(sup 2)(sub rms) is equivalent to the quadratic assignment problem. The quadratic assignment problem is a well known NP-complete problem in operations research literature. Hence minimizing d(sup 2)(sub rms) is is also an NP-complete problem. The focus of the research is the development of a simulated annealing algorithm to reduce d(sup 2)(sub rms). The plausibility of this technique is its recent success on a variety of NP-complete combinatorial optimization problems including the quadratic assignment problem. A physical analogy for simulated annealing is the way liquids freeze and crystallize. All computational experiments were done on a MicroVAX. The two interchange heuristic is very fast but produces widely varying results. The two and three interchange heuristic provides less variability in the final objective function values but runs much more slowly. Simulated annealing produced the best objective function values for every starting configuration and was faster than the two and three interchange heuristic.
机译:大型桁架反射器备用结构的构件长度和接缝直径不正确,可能会产生不可接受的表面变形和构件作用力。但是,如果可以精确地测量构件的长度和接头直径,则可以对构件和接头进行配置,以使均方根(rms)表面误差和/或rms构件力最小化。根据Greene和Haftka(1989),假定力矢量f与尺寸NMEMB(构件数)的构件长度误差e(sub M)和尺寸NJOINT(关节数),并且最佳拟合位移向量d是f的线性函数。令NNODES表示测量误差影响的桁架表面上的位置数。讨论了该问题的解决方案。为了进行分类,将该问题与类似的组合优化问题进行了比较。特别地,当仅考虑成员长度误差时,最小化d(sup 2)(sub rms)等效于二次分配问题。二次赋值问题是运筹学文献中众所周知的NP完全问题。因此,最小化d(sup 2)(sub rms)也是一个NP完全问题。该研究的重点是开发一种模拟退火算法以减少d(sup 2)(sub rms)。该技术的合理性是它最近在包括二次分配问题在内的各种NP完全组合优化问题上的成功。模拟退火的物理类比是液体冻结和结晶的方式。所有计算实验均在MicroVAX上完成。两次交换启发式方法非常快,但结果却相差很大。两个和三个互换启发法在最终目标函数值中提供的可变性较小,但运行速度要慢得多。模拟退火为每种初始配置产生了最佳目标函数值,并且比两次和三次互换启发式算法更快。

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    Kincaid Rex K.;

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  • 年度 1989
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