UID:
almahu_9949697507002882
Format:
1 online resource (213 p.)
Edition:
1st ed.
ISBN:
1-281-03602-1
,
9786611036027
,
0-08-053656-5
Series Statement:
ESIS publication ; 24
Content:
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 responses. The central topic discussed by the committee was that of the minimum reinforcement in concrete members. The minimum amount of reinforcement is defined as that for which ""peak load at first concrete cracking"" and ""ultimate load after steel yielding"" are equal. In this way, any brittle behavi
Note:
Description based upon print version of record.
,
Front Cover; Minimum Reinforcement in Concrete Members; Copyright Page; Contents; Preface; Chapter 1. Scale Effects and Transitional Failure Phenomena of Reinforced Concrete Beams in Flexure; Chapter 2. Fracture Mechanical Prediction of Transitional Failure and Strength of Singly-Reinforced Beams; Chapter 3. Size Effect and Bond-Slip Dependence of Lightly Reinforced Concrete Beams; Chapter 4. Behaviour of R/C Elements in Bending and Tension: The Problem of Minimum Reinforcement Ratio; Chapter 5. Size Effects on the Bending Behaviour of Reinforced Concrete Beams
,
Chapter 6. Minimum Reinforcement Requirement for RC BeamsAuthor Index
,
English
Additional Edition:
ISBN 0-08-043022-8
Language:
English
