Failure of Plain Concrete Under Fatigue Loading
Author: K. D. Raithby
Publisher:
Published: 1968
Total Pages: 36
ISBN-13:
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Author: K. D. Raithby
Publisher:
Published: 1968
Total Pages: 36
ISBN-13:
DOWNLOAD EBOOKAuthor: John Washburn Murdock
Publisher:
Published: 1960
Total Pages: 158
ISBN-13:
DOWNLOAD EBOOKAuthor: G. P. Mallett
Publisher: Stationery Office Books (TSO)
Published: 1991
Total Pages: 180
ISBN-13:
DOWNLOAD EBOOKOver the past 20 years, the Transport and Road Research Laboratory has carried out a co-ordinated programme of fatigue testing, including work on the fatigue performance of reinforced and pre-stressed concrete beams. The research has led to a better understanding of the fatigue behaviour of plain concrete, the various types of reinforcing bars in air and concrete, continuous welded, lapped and coupled bars, and the effects of corrosion. The work of TRRL and many other organizations is reviewed and a summary of current design rules with recommendations for assessing the fatigue life of new structures in service is given.
Author: D. Klausen
Publisher:
Published: 1980
Total Pages: 10
ISBN-13:
DOWNLOAD EBOOKFrequently changing stresses beyond the fatigue limit give rise to material damage. It is assumed that the individual damages of each cycle are accumulated and thus lead to material fatigue. The lifetime of concrete for variable cyclic compressive loadings can be estimated with the help of the linear "cumulative damage hypothesis," if the stress is significantly beyond the assumed fatigue limit. It is not known in which way a stress below the fatigue limit influences the material's lifetime. Furthermore, for concrete up to 109 cycles to failure, a significant fatigue limit cannot be established. Due to the required high numbers of cycles a direct clarification by fatigue tests is not possible. Therefore, characteristic values have been determined which describe the development of damage dependent on the degree and frequency of the cyclic compressive load. For this purpose the "acoustic emission analysis" has been applied as well as the direct measured volume alteration method. Thereafter it has been determined if there is a relation between these values and the material lifetime and if statements on the fatigue limit of the concrete can be made.
Author: Surendra P. Shah
Publisher:
Published: 1982
Total Pages: 416
ISBN-13:
DOWNLOAD EBOOKAuthor: John P. Lloyd
Publisher:
Published: 1968
Total Pages: 56
ISBN-13:
DOWNLOAD EBOOKAuthor: Avi Mor
Publisher:
Published: 1987
Total Pages: 362
ISBN-13:
DOWNLOAD EBOOKAuthor: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1988-06-01
Total Pages: 306
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1974
Total Pages: 362
ISBN-13:
DOWNLOAD EBOOKAuthor: John A. Neal
Publisher:
Published: 1962
Total Pages: 52
ISBN-13:
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