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Abstract：
Three high strength concrete annular spars (HSCAS) with axial tensile forces were tested to investigate their cracking and deformation behavior. Based on the data obtained, the author gives the advice on how to calculate the crack width and the average crack spacing of a HSCAS. A formula to calculate the tensile rigidity of a HSCAS is derived, and the formula is in good agreement with the experimental data.
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Journal of Beijing University of Technology
ISSN： 0254-0037
Year： 2006
Issue： 7
Volume： 32
Page： 587-591
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 3
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