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Firstly, the finite element model of composite tape sinusoidal specimen is constructed and is validated by experiments.
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A 40% scale specimen was constructed as the bottom two-and-half-story substructure of the six-story C-SPSW prototype.
To quantify possible damage levels of bridge components under different intensities of earthquake excitation, a 1/12-scale bridge specimen was constructed and tested using shaking tables.
The fourth girder specimen was constructed using two SFRC end slabs connected together with an Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC) closure strip located at the maximum negative moment mid span region.
Three cores for each specimen were constructed and scored by two expert histopathologists blinded to the clinical details.
Multiple cores for each specimen were constructed and initially scored by MD blinded to the clinical details.
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.
To accommodate the specimen in available testing facility, reduced 1/3rd scaled specimens are constructed.
Down-scaled six slab specimens were constructed to further examine the sealant materials.
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CEO of Professional Science Editing for Scientists @ prosciediting.com