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Discussion of 'Flexural strength of large-scale ultra high performance concrete prestressed T-beams'

机译:关于“大型超高性能混凝土预应力T梁的抗弯强度”的讨论

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摘要

The discussers appreciate the authors' experimental test and analytical analysis to investigate the flexural behavior of prestressed ultra high performance concrete (UHPC) beams. It is a meaningful research because the large-scale lest and relative rational methods of flexural behavior for steel fibre reinforced concrete beams are very few. Some findings are interesting to the discussers and are worthy of further discussion.
机译:讨论者赞赏作者的实验测试和分析分析,以研究预应力超高性能混凝土(UHPC)梁的抗弯性能。这是一项有意义的研究,因为很少有针对钢纤维增强混凝土梁的弯曲行为的大规模试验方法和相对合理的方法。一些发现对于讨论者来说很有趣,值得进一步讨论。

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