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Wet Concrete Loading of Profiled Trough Girders

机译:异型槽形梁的湿混凝土荷载

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摘要

Profiled trough girders act as the permanent formwork for reinforced concrete beams, and form a member known as a composite profiled beam. During the construction phase, the pouring of wet concrete may influence the strength and stiffness of the profiled girder. The method of profiled composite construction is thus described herein and the influence of the wet concrete loading of profiled trough girders is studied. A series of three profiled trough girders were tested under wet concrete loads, and their deformations were monitored. A folded plate finite element method is then developed to model the in-plane and out-of-plane deformations that the trough wall is subjected to during this wet concrete loading.
机译:异形槽形梁作为钢筋混凝土梁的永久模板,并形成称为复合异形梁的构件。在施工阶段,浇筑湿混凝土可能会影响型材的强度和刚度。因此,本文描述了型材复合结构的方法,并研究了型材槽形梁的湿混凝土荷载的影响。在湿混凝土载荷下测试了一系列三个异型槽形梁,并监测了它们的变形。然后,开发了一种折板有限元方法,以模拟在这种湿混凝土荷载过程中,槽壁承受的面内和面外变形。

著录项

  • 来源
    《Thin-Walled Structures》 |1996年第2期|p.81-108|共28页
  • 作者

    B. Uy; M. A. Bradford;

  • 作者单位

    Department of Civil and Mining Engineering, University of Wollongong, Wollongong, NSW 2522, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑结构;
  • 关键词

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