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author:

Zheng, J.-L. (Zheng, J.-L..) [1] | Chen, F. (Chen, F..) [2]

Indexed by:

Scopus PKU CSCD

Abstract:

Under the Mises yield condition, the failure mechanism of the adhesive layer between self-compacting concrete and old concrete is presented in this paper. After the plastic limit analysis of bonding strength, the theoretical formula of upper bound theorem (τ) for adhesive shear strength is deduced. Based on the test result, the main parameter in the formula is also determine, which can help the retrofit design of concrete structures by self-compacting concrete.

Keyword:

Bonding strength; Plastic limit analysis; Self-compacting concrete; Shear strength; Upper bound theorem

Community:

  • [ 1 ] [Zheng, J.-L.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
  • [ 2 ] [Chen, F.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China

Reprint 's Address:

  • [Zheng, J.-L.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2008

Issue: 8

Volume: 25

Page: 164-168

Cited Count:

WoS CC Cited Count:

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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