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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...
| Call Number: | Libro Electrónico |
|---|---|
| Other Authors: | |
| Format: | Electronic eBook |
| Language: | Inglés |
| Published: |
Amsterdam ; New York :
Elsevier,
�1999.
|
| Edition: | 1st ed. |
| Series: | ESIS publication ;
24. |
| Subjects: | |
| Online Access: | Texto completo Texto completo |
Table of Contents:
- 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).