๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Utilization of high-strength concrete

โœ Scribed by Ivar Holand


Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
90 KB
Volume
18
Category
Article
ISSN
0141-0296

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Seismic behavior of high strength concre
โœ Xiao, Yan ;Ma, Rui ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 707 KB

Experimental and analytical studies on the seismic performance of high strength concrete beams in moment resisting frame structures are described. Two large-scale high strength concrete and two counterpart normal strength concrete model beams with a length-to-depth ratio of 6โ‹…0 (i.e. shear span rati

Structural behaviour of high strength co
โœ R.N. Swamy; K.L. Anand ๐Ÿ“‚ Article ๐Ÿ“… 1974 ๐Ÿ› Elsevier Science โš– 886 KB

Tests are reported on the flexural behaviour of high strength reinforced and prestressed concrete beams in terms of strength, cracking and &formation. The beams were made from concrete having a cube strength of 85=110 N/mm 2. The working stress in concrete varied between 27.7 N/mm2 and 34'5 N/mm 2,

Low cement content high strength concret
โœ Tarun R. Naik; Bruce W. Ramme ๐Ÿ“‚ Article ๐Ÿ“… 1987 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 510 KB
Cross-sectional strength gradients in hi
โœ S.L. Mak; M.M. Attard; D.W.S. Ho; P.LeP. Darvall ๐Ÿ“‚ Article ๐Ÿ“… 1994 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 937 KB

Vertical variations of strength in a structural element is a well-established phenomenon. In large cross-sections, horizontal strength gradients can also occur because of local differences in humidity and temperature conditions. When the heat of hydration of concrete is free to dissipate from a cros