الفهرس 
ACKNOWLEDGEMENT
GeneralOnly 14 pages are availabe for public view
 |  | from | 247 |  |  |
| | | from | 247 | | |
Abstract
Many researches were carried out to investigate the properties and structural
performance of high strength concrete beams for many decades. While these
researches have produced relevant and useful results, there are several properties of
high strength concrete like compressive and tensile strengths, stiffness, durability,
modulus of rupture, cracking shear load and ultimate load that need to investigate
to determine an accurate evaluate of beams made of high strength concrete.
This study investigates the effect of shear span-depth ratio (a/d) on the
statical behavior of HSCB subjected to transverse loading. The effect of shear span
to depth ratio includes some main mutual factors such as grade of concrete and
stirrups spacing. The studied statical behavior includes: evaluation of pattern of
cracks, modes of failure, concrete and steel strains, maximum deflection, flexural
cracking load (Pcr), modulus of rupture, cracking shear load (Vcr) and finally
ultimate load (Pu).