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LIMIT STATES OF COMPRESSED CONCRETE ELEMENTS BY TRANSVERSE DEFORMATIONS.

The theoretical stress-strain model for compressed concrete (Iskhakov and Ribakov, 2018), is based on the structural phenomenon and requires no empirical coefficients. It includes such main parameters of concrete behavior as stresses and strains at the border between the elastic and non-elastic beha...

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Bibliographic Details
Main Author: Iskhakov, Iakov
Corporate Author: Taylor & Francis
Format: eBook
Language:English
Published: [S.l.] : CRC PRESS, 2025.
Subjects:
Concrete > Testing > Mathematical models.
Concrete > Cracking > Mathematical models.
Strains and stresses > Mathematical models.
Béton > Essais > Modèles mathématiques.
Béton > Fissuration > Modèles mathématiques.
Contraintes (Mécanique) > Modèles mathématiques.
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Call Number: TA440
 
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