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The fibre reinforced plastics (FRP) strengthened slab test presents a failure mode with debonding of the external FRP strips from the slab.
The proposed model does not incorporate any fitting factors to match the theory to the trend of the available FRP slab test results.
It was found that the model agreed better with the slab test results regarding crack distribution and strain development than if the bond slippage was ignored.
Prediction of the deformation behaviour of the missile, including lengths of damaged and undamaged sections, and global results of the slab test (energy balance, duration of impact process, to a limited extend slab appearance, etc).
A two-dimensional, thin slab, test system replicated the physical emplacement drift to one-quarter scale (1.4-m diameter) and included the simulated drift wall, waste canister, pedestal, capillary barrier backfill, and host-rock fracture system.
A test rig, which could easily be moved between the slab test specimens, was constructed and the test areas were made in a way which enabled simple repair of the damaged areas after testing.
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Small-scale slab tests are also modeled using the University of Sheffield's in-house software, Vulcan.
Verifications against experimental data from beam and slab tests generally show a good agreement.
The load deflection responses of all slab tests are plotted, in addition to selected strain results.
Test results show that the fatigue life of the composite slabs in water leakage is significantly lower than that of the slab tested in a dry condition.
The current shear design provisions with axial load (ACI 318 and Eurocode 2) were developed based solely on panel and beam tests and not slab tests.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com