2022
DOI: 10.1016/j.conbuildmat.2022.129613
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Study on fracture parameters and fracture process zone of manufactured-sand recycled aggregate concrete

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Cited by 23 publications
(6 citation statements)
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“…It may be attributed to the boundary effect of the specimen as the residual ligament is not long enough, thus the crack opening dominates the crack propagation. Similar phenomena were also reported in previous studies [54,55], where the maximum lFPZ was about 0.75-0.90 and 0.86-0.92 of the ligament depth for normal concrete [55] and manufactured-sand recycled aggregate concrete [54].…”
Section: Rs Content Rp Contentsupporting
confidence: 91%
See 2 more Smart Citations
“…It may be attributed to the boundary effect of the specimen as the residual ligament is not long enough, thus the crack opening dominates the crack propagation. Similar phenomena were also reported in previous studies [54,55], where the maximum lFPZ was about 0.75-0.90 and 0.86-0.92 of the ligament depth for normal concrete [55] and manufactured-sand recycled aggregate concrete [54].…”
Section: Rs Content Rp Contentsupporting
confidence: 91%
“…Given that the setting of parameters related to the subset affects the boundary range of DIC measurement [41], the wFPZ at a location 2 mm above the notch was taken to facilitate a comparison of the different mortars. The FPZ width tends to be stable after the peak load [54,59], despite that there may be partial microcrack closure. To compare the FPZ geometric characteristics of mortar with different recycled materials, the average fully-developed FPZ length and width of different mortars are presented in Fig.…”
Section: Rs Content Rp Contentmentioning
confidence: 97%
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“…The presence of SP in M-sand positively influences concrete pore filling, rendering it advantageous for use in an atmospheric acidification environment. Xu et al (2022) [26] examines fracture parameters and the fracture process zone (FPZ) in M-sand recycled aggregate concrete (RAC) with different recycled coarse aggregate (RCA) replacement rates. Using three-point bending tests, a crack identification method (TCIM) accurately locates crack tips and FPZ, coupled with digital image correlation (DIC) for fracture mechanism analysis.…”
Section: Literature Reviewmentioning
confidence: 99%
“…The demand for sand as a construction resource is quite high due to the expansion of the construction sector and significant infrastructure projects, which has increased the amount of illegal sand mining. Now more than ever, it is necessary to find a substitute for river sand in construction projects [11,12]. Engineers and researchers have developed concepts for reducing the usage of river sand and for using many alternative materials instead, such as stone crusher dust, foundry sand, manufactured sand, and many other waste products [13].…”
Section: Introductionmentioning
confidence: 99%