๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Effect of early overloading of concrete on strength at later ages

โœ Scribed by Yahia Abdel-Jawad; Rami Haddad


Publisher
Elsevier Science
Year
1992
Tongue
English
Weight
588 KB
Volume
22
Category
Article
ISSN
0008-8846

No coin nor oath required. For personal study only.

โœฆ Synopsis


An

experimental investigation to study the effect of early over-loading of concrete on its strength development is reported. Concrete and mortar samples were subjected to different loading levels at ages of 8, 16, 24 and 72 hours.

The samples were then retested, along with control specimens, at ages of 7, 28, and 90 days.

More than 900 specimens were used in this investigation. Ultrasonic pulse velocity measurements were taken to evaluate the healing capacity of damaged specimens. The results indicate that loading concrete, beyond 8 hours after casting, up to 90Z of its compressive strength has no effect on later strength development. However, loading concrete up to failure resulted in strength loss between lOt to 50Z ,depending on age at time of loading, age at time of retesting and curing conditions.


๐Ÿ“œ SIMILAR VOLUMES


Probable mechanisms of crack formation a
โœ S. Chatterji ๐Ÿ“‚ Article ๐Ÿ“… 1982 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 343 KB

Recent fluorescent microscopic investigations of concrete structures have revealed that cracking can occur inside the bulk of concrete structures with or without any visible sign on the outer surfaces. It is also indicated that under certain conditions cracks can form shortly after or even before th

Size effect on the strength of a concret
โœ Jishan Xu; Xixi He ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 639 KB

The size effect of concrete strength has been analysed by statistical theories of brittle materials in this paper. On the basis of available theories and experiments, normal distribution was used in preference to any other. The use of Weibull's theory in a non-uniformly tensile stress state has been