DocumentCode
3296529
Title
Derivation of Material Diagrams from Tests of Reinforced Concrete Beams
Author
Kaklauskas, G. ; Burtzev, B.I. ; Gribniak, V.
Author_Institution
Tomsk State Univ. of Archit. & Building, Tomsk
fYear
2005
fDate
21-27 March 2005
Firstpage
122
Lastpage
125
Abstract
After cracking, reinforced concrete (RC) behaves in a very different manner than plain concrete. Plain concrete cannot resist any tensile stresses after a full crack is formed, while the concrete between cracks in RC can still resist some tensile stresses. The contribution of concrete resistance between cracks is known as tension stiffening and plays an important role in reducing the post-cracking deformation of RC structures.
Keywords
beams (structures); deformation; materials testing; reinforced concrete; tensile strength; concrete resistance; material diagrams; plain concrete; post-cracking deformation; reinforced concrete beams; tensile stresses; tension stiffening; Aluminum; Artificial intelligence; Building materials; Ceramics; Concrete; Materials testing; Microstructure; Nanobioscience; Oxidation; Shape;
fLanguage
English
Publisher
ieee
Conference_Titel
Modern Technique and Technologies, 2005. MTT 2005. 11th International Scientific and Practical Conference of Students, Post-graduates and Young Scientists
Conference_Location
Tomsk
Print_ISBN
978-0-7803-8877-2
Electronic_ISBN
978-0-7803-8878-9
Type
conf
DOI
10.1109/SPCMTT.2005.4493218
Filename
4493218
Link To Document