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Nondestructive testing of defects in adhesive joints

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weight <strong>of</strong> the res<strong>in</strong> respectively to obta<strong>in</strong> a reasonable gel time. The res<strong>in</strong> was then poured <strong>in</strong>to<br />

the tensile mould. Samples for impact test and flexural strength were cast separately <strong>in</strong><br />

appropriate moulds. Cur<strong>in</strong>g was done at room temperature for 24 hrs, followed by post cur<strong>in</strong>g at<br />

80 0 C for 3 hrs<br />

The blends were prepared by the follow<strong>in</strong>g procedure. Vary<strong>in</strong>g amounts (0-5 wt %) <strong>of</strong> the HTPB<br />

were added to the res<strong>in</strong>. The mixture was stirred well us<strong>in</strong>g a mechanical stirrer to give a<br />

homogeneous liquid. Cur<strong>in</strong>g <strong>of</strong> the blend was done as per the procedure employed for UPR.<br />

Thereafter, post cur<strong>in</strong>g was done at 80 0 C for 3 hrs.<br />

The samples after post cur<strong>in</strong>g were tested for tensile strength, elongation at break,<br />

modulus, flexural strength and flexural modulus tak<strong>in</strong>g six trials <strong>in</strong> each case. The tensile and<br />

flexural properties were tested on a universal <strong>test<strong>in</strong>g</strong> mach<strong>in</strong>e (ASTM D 638-89).<br />

Modification <strong>of</strong> UPR with MA grafted HTPB<br />

Maleated HTPB is prepared by mix<strong>in</strong>g HTPB with 5% MA and 0.5% benzoyl<br />

peroxide <strong>in</strong> a Brabender at 100 0 C and 50 RPM speed for 10 m<strong>in</strong>. The reaction <strong>of</strong> MA with HTPB<br />

was confirmed by FTIR spectroscopy and titration. The amount <strong>of</strong> maleic anhydride reacted is<br />

determ<strong>in</strong>ed by reflux<strong>in</strong>g a solution <strong>of</strong> maleated HTPB <strong>in</strong> xylene saturated with water for 1 hr and<br />

then titrat<strong>in</strong>g with a solution <strong>of</strong> 0.05N ethanolic KOH us<strong>in</strong>g 1 % thymol blue as an <strong>in</strong>dicator.<br />

Vary<strong>in</strong>g amounts <strong>of</strong> MA modified HTPB conta<strong>in</strong><strong>in</strong>g 0-5 weight percentage <strong>of</strong><br />

elastomers were blended and cast with the UPR by the same procedure adopted earlier. The<br />

tensile and flexural properties and water absorption were determ<strong>in</strong>ed <strong>in</strong> accordance with ASTM<br />

standards.<br />

Test methods<br />

Tensile <strong>test<strong>in</strong>g</strong><br />

mach<strong>in</strong>e.<br />

Tensile tests were carried out accord<strong>in</strong>g to ASTM D 638-89 us<strong>in</strong>g a universal <strong>test<strong>in</strong>g</strong><br />

Flexural properties (ASTM D 790-99)<br />

Flexural strength is a measure <strong>of</strong> the load required to break a material<br />

when it is subjected to bend<strong>in</strong>g Flexural modulus is the ratio <strong>of</strong> stress to correspond<strong>in</strong>g stra<strong>in</strong><br />

and is expressed <strong>in</strong> MPa. It is calculated by draw<strong>in</strong>g a tangent to the steepest <strong>in</strong>itial straight l<strong>in</strong>e<br />

portion <strong>of</strong> the load- deflection curve<br />

Water absorption<br />

Water absorption <strong>of</strong> the sample was measured accord<strong>in</strong>g to ASTM 570-81.<br />

RESULTS AND DISCUSSIONS<br />

Mechanical Properties <strong>of</strong> UP res<strong>in</strong> modified by Functional elastomers<br />

Tensile Properties<br />

Referr<strong>in</strong>g to Fig.1, tensile strength values obta<strong>in</strong>ed by add<strong>in</strong>g HTPB were<br />

significantly higher than that obta<strong>in</strong>ed by add<strong>in</strong>g maleated HTPB. Tensile strength values reached<br />

a maximum on add<strong>in</strong>g progressively larger amounts <strong>of</strong> HTPB, but addition <strong>of</strong> more rubber<br />

beyond this po<strong>in</strong>t resulted <strong>in</strong> a reduction <strong>of</strong> tensile strength. The improvement <strong>in</strong> tensile strength,

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