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The difference between both types of concrete tends to disappear as their fines content becomes similar.
The stress-strain relationship of FRP follows a bilinear behavior for both types of concrete.
Scanning electron microscope (SEM) was used to differentiate the microstructural changes in both types of concrete at temperatures up to 600 °C.
This study aims to compare the torsional behaviour between the normal weight concrete (NWC and OPSCC, and to investigate the effects of steel fibre of varying aspect ratio – 55, 65 and 80 – in both types of concrete.
Comparison of the compressive strength of normal concrete made of limestone aggregates with that of heavyweight concrete made of barite aggregates showed very close compressive strengths in both types of concrete at high W/CM values.
Comparative performance of both types of concrete (M20 & M30) was investigated by measuring compressive strength, splitting tensile strength, modulus of elasticity, chloride permeability, and ultra sonic pulse velocity up to the age of 365 days.
Similar(53)
In addition, the fatigue data of the CHS-CFSHS T-joints were found comparable with CHS-CFCHS T-joints (T-joints with CHS brace and concrete-filled CHS chord), hence a new fatigue design Sr,hs-N curve was proposed for the both types of concrete-filled joints.
Consequently, the initial and final setting time of the concrete substituted by 20% of SBFC in OPC weight were accelerated by more than 3%, when compared to those of the one using 100% of OPC; compressive strength increased by the maximum 57% in the early age and the maximum 7% in the 28 days of the ages; carbonation and freeze thaw resistance had similar trends in both types of concretes.
It has been estimated that the increase of SP content further extends the hydration process in a concrete mixture with N, than in a mixture with L. Examination of the physical mechanical properties of hardened concrete using both types of cement show that in order to get satisfactory properties of concrete using L cement, the application of a higher amount of SP is recommended.
Furthermore, the modulus of elasticity was determined for both types of wallette and their constituent concrete blocks and cement mortar.
Additionally, it can be assumed that the concrete comprising both types of decks met the requirements of the state highway agency's standards and specifications for concrete used in bridge decks, as applicable at the time of construction.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com