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
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;
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
DOI :
10.1109/SPCMTT.2005.4493218
