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