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Measurements were taken in accordance with the KS F 2405 "Test Method for Compressive Strength of Concrete" using the UTM made by "W" company in Korea.
The compressive strength was measured according to ASTM C 109 "Standard test method for compressive strength of hydraulic cement mortars (using 2-in or [50-mm] cube specimens)".
Simulation results confirm the improved performance of the proposed method for compressive sensing of images and video in terms of both objective and subjective qualities.
Three cylinders were tested for compressive strength after 28 days according to the ASTM C39 standard test method for compressive strength of cylindrical concrete specimens, and the mean value was calculated.
The compressive strength was determined through ASTM D 695 M [ASTM D 695 M, Standard test method for compressive properties of rigid plastics. http://www.astm.org] test method.
Compressive strength was determined on an MTS Sintech 30/D material testing machine according to ASTM D-1621 (Standard test method for compressive properties of rigid cellular plastics).
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The compressive strength test was conducted according to ASTM C 579 (Standard test Method for the Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes), and the flexural strength test was conducted pursuant to ASTM C 293 (Standard Test Method for the Flexural Strength of Concrete).
Laser peening is a well known method for inducing compressive residual stresses.
Therefore, AWJ peening may serve as a new method for introducing compressive residual stresses in engineering components that also require rough surfaces.
It is pointed out that there was serious weakness when using the energy method for studying compressive plastic instability in sheet forming in the past.
In this paper, a design guide has been proposed for concrete filled steel tubular members based on an extension of Eurocode 4 method for concrete compressive strength up to 190 N/mm2 and high tensile steel with yield strength up to 550 N/mm2.
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