Asset Details

  • Description:
  • Typical failure modes. (a) H60‐2‐1, (b) H80‐2‐1, (c) H100‐2, (d) H150‐2, (e) H80‐1.5, (f) H80‐2.5, (g) H60‐0.5, (h) H60‐1.5, (i) N60‐2, (j) N80‐2, (k) P‐2‐1, (l) P‐2.5, (m) P‐1.5, (n) P‐0.5, and (o) P‐0
  • License:
  • Rights Managed
  • Rights Holder:
  • John Wiley & Sons, Inc.
  • License Rights Holder:
  • © 2020 fib. International Federation for Structural Concrete
  • Asset Type:
  • Image
  • Asset Subtype:
  • Photo
  • Image Orientation:
  • Landscape
  • Image Dimensions:
  • 2128 x 1858
  • Image File Size:
  • 4.86 MB
  • Creator:
  • Jiayue Li, Zongcai Deng, Junsuo Yao
  • Credit:
  • Li, J., Deng, Z., & Yao, J. (2020). Research on uniaxial compressive behavior of high‐strength spiral stirrups confined circular ultra‐high performance concrete columns. Structural Concrete, 21(6), 2584-2600. https://doi.org/10.1002/suco.202000194.
  • Collection:
  • Keywords:
  • Restrictions:
  • Property Release:
  • No
  • Model Release:
  • No
  • Purchasable:
  • Yes
  • Sensitive Materials:
  • No
  • Article Authors:
  • Jiayue Li, Zongcai Deng, Junsuo Yao
  • Article Copyright Year:
  • 2020
  • Publication Volume:
  • 21
  • Publication Issue:
  • 6
  • Publication Date:
  • 12/01/2020
  • DOI:
  • https://doi.org/10.1002/suco.202000194

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