STUDY ON STATIC PERFORMANCE OF VIERENDEEL ARCH IN PLANE
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摘要: 为了提高单层网壳结构的稳定性,将格构式压杆引入单层网壳,提出了空腹网壳的概念。空腹拱是空腹网壳的组成单体,目前对其性能的研究非常少。对空腹拱的静力性能做了深入研究,结果表明:空腹拱的受力特性与实腹拱在整体上相似,体现出拱的特点,但是在局部又有很大区别;在同样截面积条件下,空腹拱的极限承载力是实腹拱的8~10倍;半跨荷载下,空腹拱亦有全跨荷载下相近的极限承载力;支座约束和初始缺陷对空腹拱的承载力无明显影响。因此,空腹拱与实腹拱相比,具有更好的受力性能。Abstract: In order to enhance the stability of single layer dome,Vierendeel dome was presented by employing lattice bar. Vierendeel arch is the key part of Vierndeel dome,while its research is few. It was made a thorough research on its static performance,and the results indicate that the Vierendeel arch is similar to full_web arch in macro while they are different in local; the ultimate bearing capacity of Vierendeel arch is 8~10 times that of a full_web arch with the same section area; it can provide good performances even is semi_arch load. Moreover,it is also found that Vierendeel arch is not sensitive to initial imperfect and change of the constraint condition. Therefore Vierendeel arch,compared with full_web arch,has better mechanical performance.
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