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The measurements of tensile strength were conducted according to ISO 1924-2:2008 1924-2 200834].
Experimental evaluations of heavy metal leaching behavior and compressive strength were conducted.
The performance tests including, Marshall stability, tensile strength and compressive strength were conducted on unmodified and modified SMA mixtures.
Mechanical tests such as compression, flexural and tensile bond strength were conducted on the printed geopolymer in different printing directions and their performance was compared with casted samples.
Tests to measure modulus of elasticity, compressive strength, and split tensile strength were conducted at varying temperatures and humidity conditions to examine their effects on normal concrete.
Hence, CPB property tests (e.g., slump, coagulation, and strength) were conducted to investigate the influence of different cement types and mixing water qualities (tailings pore water and distilled water).
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The mechanical strength was conducted by computer and screw control, which support stable mechanical and electrical change.
Physical examination of muscle strength was conducted using the Medical Research Council (MRC) score (range: 0 = no muscle contraction to 5 = normal strength) at ICU discharge [16].
The compressive strength was conducted on (150 × 150 × 150) mm cubes (Egyptian code standards) and cylindrical specimens of 200 mm diameter and 400 mm height were used to perform the split tension test.
Splitting tensile strength was conducted on 150 × 300 mm cylindrical test specimen to evaluate the tensile capacity provided by concrete according to ASTM standards (ASTM C 39/C39 M-10 2010; ASTM C 490/C 2009).
Case studies of reliability prediction under fuzzy stress with and without fuzzy strength are conducted by using a dynamic stress-strength interference model which takes types of cycles of aero engines into consideration.
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