一种求解非完美边界条件下动力特性的新方法

Z. Praisach, Dorel Adeljan, D. Pîrșan, Gilbert-Rainer Gillich
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引用次数: 2

摘要

实梁具有非理想边界条件,需要采用新的模型来确定实模态参数。使用理想条件的模型不能完全反映现实,并可能导致对动态行为的不满意描述。本文所关注的铰铰边界条件不是作为单梁来分析,而是作为端部自由的三跨连续梁来分析。通过解析解,分析了三跨连续梁中间支座沿梁长任意位置的情况,并以中间支座位于连续梁自由端非常接近的情况为例,模拟了两端铰接梁的实际情况;中间支承非常靠近梁的一端的情况,从而模拟了实际的夹紧梁的情况,具有不完全的夹紧端;并且中间支撑点在梁长任意位置非常接近的情况,从而模拟了连续梁两端自由并固定在铰接支撑点上的假设情况。用有限元方法将解析结果与数值结果进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A new approach for imperfect boundary conditions on the dynamic behavior
Real beams have non-ideal boundary conditions and it is necessary to use new models to determine the real modal parameters. Models that use ideal conditions do not fully reflect reality and can lead to unsatisfactory description of the dynamic behavior. The hinged – hinged boundary conditions, which is in the focus of the paper, are not analyzed as a single beam, but as a continuous beam with three spans, free at the ends. The continuous beam with three spans is analyzed for cases in which the intermediate supports can occupy any position along the length of the beam, by an analytical solution of the problem, with the example of cases when the intermediate supports are located very close at the free ends of the continuous beam, thus simulating the real case for an hinged beam at both ends; the situation in which the intermediate supports are very close to one of the ends of the beam, thus simulating the real case of the clamped beam, with an imperfect clamped end; and the situation in which the intermediate supports are very close located anywhere on the beam length, thus simulating the hypothetic case with a continuous beam free at the ends and fix on the hinged supports. The analytic results are compared with numerical results by using finite elements method.
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