Effect of accelerated carbonation of fully recycled aggregates on fracture behaviour of concrete

Tang, Yuxiang; Xiao, Jianzhuang; Zhang, Hanghua; Wang, Dianchao; Zhang, Mingzhong; Zhang, Junhui

doi:10.1016/j.cemconcomp.2024.105442

Cited by 16 publications

(1 citation statement)

References 59 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…As a neutral salt, CaCO 3 does not affect the structure; however, over time, it accumulates in the mortar pores as -CO 3 2 precipitates. Because the alkaline nature of concrete is the biggest obstacle to corrosion of the reinforcement, the increase in acidity owing to -CO 3 2 increases corrosion and reduces the service life of the mortar [79,80]. The carbonation resistance test setup consisted of a closed-loop test chamber in which a CO 2 concentration of 10 000ppm, a temperature of 21.0 ± 2.0 °C, and a relative humidity of 60 ± 10% were maintained continuously for 56 days.…”

Section: Mortar Strength Setting Times and Durability Studiesmentioning

confidence: 99%

Investigation of the use of cobalt and nickel based nanoalloys as cement mortar additives

Karaduman,

Pişkin

2024

Mater. Res. Express

View full text Add to dashboard Cite

The usage potential of chemical and green synthesized cobalt (Co) and nickel (Ni) nanoalloys (CoNiNAs) as mortar additives at different ratios was evaluated. The CoCl2 and NiCl2 metallic salt solutions were mixed in volume ratios of 1-1, 1-2, and 2-1 and reduced with NaBH4 and St. John's Wort aqueous extract, respectively. The obtained Co-Ni based complex nanoalloys were analyzed by Ultraviolet-Visible Spectroscopy (UV-Vis), X-Ray Diffraction Analysis (XRD), Field Emission Scanning Electron Microscopy (FE-SEM), Fourier Transform Infrared Spectroscopy (FT-IR), and Dynamic Light Scattering Particle Size Analyzer (DLS). The effect of CoNiNAs was investigated based on the amount used in mortar, flexural and compressive strengths of mortar, setting time retarder properties, and carbonation depth measurements of mortars and nanoalloy form based on whether they were solid (chemical synthesise) or liquid (green synthesise). The results revealed that the chemical synthesized CoNiNAs were amorphous metal-metal-oxide complexes with small spherical particles and a low dispersity index, whereas the green synthesized complexes had a more crystalline structure and smaller sizes. The mortar properties were affected by Co and Ni synthesis ratios and addition amounts. The incorporation of CoNiNAs led to an increase in the setting times of mortar. Furthermore, the ‘CN’ 2% sample exhibited the highest compression (49.10±1.19 MPa) and flexural (8.19±0.20 MPa) strengths. In addition, the ‘CN2’ 1% sample exhibited the lowest carbonation depth (2.95±0.35 mm) compared to other samples. Overall, mortars with CoNiNAs additives may be used in high temperature environments, and long shipment times require remote locations due to setting time retarder effect without losing necessary physical properties.

show abstract

Section: Mortar Strength Setting Times and Durability Studiesmentioning

confidence: 99%