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A total of nine specimens are constructed to study the effect of CFRP-strengthening on the behavior of strengthened steel members having various crack properties.
To accommodate the specimen in available testing facility, reduced 1/3rd scaled specimens are constructed.
A total of 18 full-scale (CRIL DECKSPANTM) composite slab specimens are constructed with 102-mm nominal depth (h t ), 830-mm width (b) and 3,000-mm 3,000-mmL0).
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First, four cantilever specimens were constructed.
Four beam specimens were constructed for the pure torsion test.
Twelve full size specimens were constructed and tested to failure.
Beside, three-dimensional FEM models of the test specimens were constructed and analysed.
A total of four 1.8-m high ICEB wall specimens were constructed and tested.
Ten test specimens were constructed and tested under cyclic lateral loading.
Four, 1/2 scale shear wall test specimens were constructed and tested under cyclic lateral loading.
Six specimens were constructed for push-out tests comparing this alternative connector with stud bolts.
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