Minimum reinforcement in concrete members /

The ESIS-Technical Committee 9 on Concrete was established in 1990 and has met seven times. A proposal was put to European and extra-European laboratories entitled "Scale effects and transitional failure phenomena of reinforced concrete beams in flexure" which lead to several positive resp...

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Détails bibliographiques
Cote:Libro Electrónico
Autres auteurs: Carpinteri, Alberto, 1952-
Format: Électronique eBook
Langue:Inglés
Publié: Amsterdam ; New York : Elsevier, �1999.
Édition:1st ed.
Collection:ESIS publication ; 24.
Sujets:
Concrete beams > Testing.
Flexure.
Flexure > Congresses.
Concrete beams > Testing > Congresses.
Flexion (M�ecanique)
Flexion (M�ecanique) > Congr�es.
TECHNOLOGY & ENGINEERING > Structural.
Concrete beams > Testing
Flexure
Vigas.
Estruturas de concreto.
Congress
proceedings (reports)
Conference papers and proceedings
Conference papers and proceedings.
Actes de congr�es.
Accès en ligne:Texto completo
Texto completo
Table des matières:
  • Preface. Scale Effects and Transitional Failure Phenomena of Reinforced Concrete Beams in Flexure (A. Carpinteri <IT>et al.</IT>). Fracture Mechanical Prediction of Transitional Failure and Strength of Singly-Reinforced Beams (D. Lange-Kornbak, B.L. Karihaloo). Size Effect and Bond-Slip Dependence of Lightly Reinforced Concrete Beams (G. Ruiz <IT>et al.</IT>). Behaviour of R/C Elements in Bending and Tension: The Problem of Minimum Reinforcement Ratio (A.P. Fantilli <IT>et al.</IT>). Size Effects on the Bending Behaviour of Reinforced Concrete Beams (R. Brincker <IT>et al.</IT>). Minimum Reinforcement Requirement for RC Beams (J. Ozbolt, M. Bruckner).

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