Experiment research on bond properties between self-compacting concrete and reinforcement - Details

author：

Zheng, J.-L. (Zheng, J.-L..) ^[1] | Zhuang, J.-P. (Zhuang, J.-P..) ^[2]

Indexed by：

Scopus PKU CSCD

Abstract：

The　bond　characteristics　between　reinforcement　and　self-compacting　concrete　were　analyzed　experimentally.　The　tests　were　conducted　on　two　series　of　28　self-compacting　concrete　specimens　including　concrete　strength　and　workability.　All　specimens　were　pulled　out　by　an　electro　hydraulic　servo　device.　Influence　laws　such　as　ultimate　bond　strength　(τu),　each　stage　bond　stiffness　(K1,　K2,　K3)　and　degradation　rate　(λ)　were　obtained　under　every　parameter.　Based　on　the　results　and　applicability,　the　regression　equation　for　bond-slip　relationship　was　obtained　and　was　validate　by　test　results.　The　regression　equation　agrees　well　with　the　test　results.　The　research　results　can　help　to　engineering　design　and　scientific　research.

Keyword：

Bond characteristics; Bond stress-slip relationship; Concrete strength; Concrete workability; Self-compacting concrete

Community：

[ 1 ] [Zheng, J.-L.]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China
[ 2 ] [Zhuang, J.-P.]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China
[ 3 ] [Zhuang, J.-P.]College of Civil Engineering, Fujian University of Technology, Fuzhou, Fujian 350108, China

Reprint 's Address：

[Zheng, J.-L.]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China

Email：

jianlan@fzu.edu.cn

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Source ：

Engineering Mechanics

ISSN： 1000-4750

Year： 2013

Issue： 2

Volume： 30

Page： 112-117

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count： 11

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 0

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