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Concrete sample set with characteristic strength of 25 N/mm2 were prepared in a mold which has the same size as the shear box square ring with a dimension of 60 mm × 60 mm × 20 mm in height.
Four series of laboratory tests were performed on an ordinary concrete sample.
The method has been tested on a concrete sample under several loading/unloading cycles.
Damage was generated in a concrete sample applying 6.4 kJ energy of pulsed-electric discharge.
The flexural stress of the control concrete sample (with no nanofibers) was measured as 2.21 MPa.
A numerical concrete sample is carried out, using three-dimensional finite element mesh.
The digital concrete sample was generated from gray-scale SS images in millimeter.
Five locations of breakdown failure are found in the concrete sample.
Considering the actual density and thickness of each concrete sample index - I ρd) values are lower than index I values.
A measuring system with a collimator is designed and fabricated and a concrete sample with collinear cracking is designed.
The apparatus was assembled to allow gas flowing through the pervious concrete sample in a pressure-steady manner.
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CEO of Professional Science Editing for Scientists @ prosciediting.com