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NOTATION
ld Development length
MU Ultimate test bending moment
Q Applied load
BS Ultimate bond stress recommended in BS 8110 : 1997
cal Theoretical bond stress
t Test bond stress
X Depth to neutral axis
Steel ratio, AS /bd
e Effective bar size
cu Strain in concrete in compression
s Strain in tension reinforcement
Bond coefficient
As Area of steel
fs Stress in steel
ls Splice length
db Nominal bar diameter
Atr Area of transverse reinforcement
fcu Characteristics strength of concrete
av Shear span
St Spacing of transverse reinforcement
Ecs + Ustr Epoxy coated splice + uncoated stirrups
Ecs + Cstr Epoxy coated splice + coated stirrups
Ucs + Nstr Uncoated splice + no stirrup.
Tables
Table 1: Cube compressive strength result on trial mix
Table 2: Sieve analysis for fine aggregate
Table 3: sieve analysis for coarse aggregate
Table 4: Tensile test results
Table 5: Beam parameters
Table 6: Characteristics of hognestad stress block
Table 7: Beam data
Table 8: Strength achieved for control cubes
Table 9: Beam test results
Figures
Figure 1: Diagram showing side split failure
Figure 2: V-notch failure
Figure 3: Face-and-side split failure
Figure 4: Pull out failure
Figure 5: Beam with no transverse reinforcement in the splice region
Figure 6: Beam with transverse reinforcement overlap
Figure 7: Shear force and bending moment diagrams
Figure 8: Schematic of test set-up
Figure 9: Strain and stress distribution at failure
Figure 10: Hognestad and Evans stress block………………………………………..
Figure 11: Graph of sieve analysis for fine aggregate……………………………….
Figure 12: Graph of sieve analysis for coarse aggregate………………………..
Figure 11: Effect of coating of stirrups on bond efficiency………………..
Figure 12: Effect of coating of stirrups on bond efficiency……………………
Figure 13: Effect of coating of stirrups on bond efficiency…………………….
Plates
1. Trial Mix
(a) Sieve analysis of coarse aggregate for Trial mix
(b) Batching of coarse aggregate by weight for Trial mix
(C) Sieving of aggregate for Trial Mix
(d) Trial Mix freshly cast
2. Compressive strength of trial mix
(a) Weighing of Trial mix cube
(b) Compression testing machine
(c) Cube placed in compression testing machine
(d) Cube being taken out after crushing
3. Silt Test
(a) Sand and Salt Solution being mixed together
(b) Settling of particles in the measuring cylinder
4. Epoxy coated reinforcement
(a) Mixing of the coating material
(b) Spraying of the reinforcement
(c) Epoxy coated reinforcement
(d) Coated steel bars kept in the lab
5. Formwork in place
6. Reinforcement cages placed inside the formwork.
7. Slump test carried out in-situ
(a) Slump test being carried out
(b) Difference in height being measured
8. Beam specimen freshly demoulded
9. Curing process
10. Tensile strength
(a) Tensile testing machine
(b) Reinforcement being fixed in machine
(c) Tensile machine gripping the reinforcement
(d) Result being printed out
11. Crack pattern in beam with coated stirrups on coated splice region
(a) Splitting in the splice region.
(b) Cracks in the shear region.
12. Crack pattern in beams without stirrups on uncoated splice region
(a) Splitting in the splice region.
(b) Cracks in the shear region.
13. Crack pattern in beams with uncoated stirrups on coated splice region
(a) Splitting in the splice region.
(b) Cracks in the shear region.
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