DocumentCode :
1999777
Title :
Test study on size effect of short-term stiffness at using stage of flexural members
Author :
Zhou, Hongyu ; Li, Zhenbao
Author_Institution :
Key Lab. of Earthquake Eng. & Struct. Retrofit, Beijing Univ. of Technol., Beijing, China
fYear :
2011
fDate :
16-18 Sept. 2011
Firstpage :
2618
Lastpage :
2621
Abstract :
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.
Keywords :
bending strength; construction components; design engineering; elastic deformation; reinforced concrete; shear modulus; structural engineering; RC flexural members; deformation; quasibrittle materials; reinforced concrete; rigidity; short term stiffness; structural design; Concrete; Earthquake engineering; Educational institutions; Presses; Steel; Structural beams; deflection calculation; experimental study; reinforced concrete beam; rigidity calculation; size effect;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electrical and Control Engineering (ICECE), 2011 International Conference on
Conference_Location :
Yichang
Print_ISBN :
978-1-4244-8162-0
Type :
conf
DOI :
10.1109/ICECENG.2011.6058273
Filename :
6058273
Link To Document :
بازگشت