Bond-slip constitutive relationship between bars and mortar for block masonry

Ten specimens were tested in this paper in order to study the bond behavior and the process of force transfer when bars adhered to mortar. The development of the bond stress between bars and mortar was calculated. Test results show that the maximum bond-stress is not influenced by the bar bond lengt...

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Veröffentlicht in:Journal of Harbin Institute of Technology 2010-04, Vol.17 (2), p.176-179
1. Verfasser: 郑怡 李莉 刘明 许嘉龙 张延年
Format: Artikel
Sprache:eng
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