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作者:

Zhou, Hongyu (Zhou, Hongyu.) | Li, Zhenbao (Li, Zhenbao.) (学者:李振宝)

收录:

EI Scopus

摘要:

Many researches on size effect of quasi-brittle materials have been carried out. But experiment combining with RC structures is not sufficient. At present, design values in rules and regulations are mainly based on experimental results of small size test samples, which exist different from practical engineering structures. Meeting structural normal using function is a basic principle of structural design. In the process of designing and checking to deformation, calculating short-term stiffness at using stage is the most important. This paper based on observing experimental phenomenon and analyzing test data, evaluating size effect on short-term rigidity at using stage of RC flexural members. Obtaining size modify relation to correlation calculation formula. This research provided reference for practical engineering design. © 2011 IEEE.

关键词:

Brittleness Concrete beams and girders Reinforced concrete Rigidity Size determination Stiffness Structural design

作者机构:

  • [ 1 ] [Zhou, Hongyu]Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China
  • [ 2 ] [Li, Zhenbao]Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China

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年份: 2011

页码: 2618-2621

语种: 中文

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