Civil Engineering Reference
In-Depth Information
7
Shear strength prediction—
softened truss model
S.T. MAU and T.T.C. HSU, University of Houston
Notation
a
shear span; measured centre-to-
centre from load to support
f
1
steel stress in 1-direction
f
1y
yielding stress of longitudinal st-
eel reinforcement
a'
shear span measured from centre
of loading to edge of support
f
t
steel stress in the t-direction
A
v1
cross-section area of horizontal
web steel
f
ty
yielding stress of transverse steel
reinforcement;
b
thickness of beam
f
y
yield stress of steel reinforcement
stress ratio
s
r
/
f
'
c
h
total depth of beam
C
K
ratio of the effective compressive
stress in transverse direction to
the effective shear stress in the
shear element
C
1
limiting constant for reinforcem-
ent index in 1-direction
C
s
limiting constant for strength
ratio v
n
/
f
'
c
l
the longitudinal direction; usually
horizontal for a beam;
C
t
limiting constant for reinforcem-
ent index in t-direction
L
clear span of the beam
d
effective depth of beam; meas-
ured from extreme compression
fibre to centre of tension reinfor-
cement
p
effective transverse compression;
acting on the shear element
R
F
ratio of calculated shear strength
to test shear strength
d'
distance from top surface of the
beam to centre of flexural comp-
ression steel
R
T
ratio of theoretical shear strength
from softened truss model to exp-
erimental shear strength
d
v
effective depth of shear element,
taken as d-d' when compression
steel is present and 0.9d when
compression steel is not present
S
spacing of vertical reinforcement
S
2
spacing of horizontal web reinfo-
rcement
t
the transverse direction; usually
vertical for a beam
E
c
initial modulus of elasticity of
concrete taken to be -2
f
'
c
/
e
o
v
effective shear stress in the shear
element
E
s
modulus of elasticity of reinfor-
cing bars
v
n
shear strength taken as the maxi-
mum shear stress in the v-vs
g
lt
curve
f
'
c
cylinder compression strength of
concrete
f
cr
cracking strength of concrete, as-
sumed to be
V
shear force in the shear span
V
n
ultimate shear force