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Author:

Du, Xiuli (Du, Xiuli.) (Scholars:杜修力) | Jin, Liu (Jin, Liu.) (Scholars:金浏) | Li, Dong (Li, Dong.) (Scholars:李冬)

Indexed by:

EI Scopus PKU CSCD

Abstract:

The so-called size effect is understood as any dependence of nominal strength on the structural size. The efforts on the size effect of concrete structures have fallen into two major aspects, 1) size effect of concrete materials, and 2) size effect of reinforced concrete members. The present study deals with the former, that is, the size effect of concrete materials. Some widely used laws for size effect of concrete materials are assessed, and the experimental and numerical efforts on the size effect of concrete materials are then introduced. At last, some suggestions are provided for the existing problems and future developments. Generally, establishing a global law of size effect for full-scale concrete, based on fracture mechanics in conjunction with the randomness of material strength and the fractal characteristic of cracks, is the subsequent research target. Furthermore, the size effect tests and the simulations with a larger range of sizes shall be conducted to validate and extend the new theory of size effect. © 2017, Editorial Office of China Civil Engineering Journal. All right reserved.

Keyword:

Concrete buildings Fracture Concrete construction Reinforced concrete Microstructure Concretes Computer simulation Fracture mechanics Size determination

Author Community:

  • [ 1 ] [Du, Xiuli]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Jin, Liu]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Li, Dong]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Li, Dong]Tsinghua University, Beijing; 100084, China

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Source :

China Civil Engineering Journal

ISSN: 1000-131X

Year: 2017

Issue: 9

Volume: 50

Page: 28-45

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: 11

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