Abstract:Self-healing cement composites are generally produced by using materials such as inorganic powders, bacteria pellets, and microcapsules. Among them, inorganic powder-type healing materials tend to decrease in healing performance over time because they react relatively quickly. Accordingly, this study encapsulated self-healing inorganic reactive powders in solid capsules (SC) in order to delay their reaction. The capsule surface was coated with a membrane to prevent moisture from permeating it. SC were utilized… Show more
“…In the water permeability test, the specimen was split after 28 d of age, and 0.3 mm silicone sheets were placed on both ends of the specimen to maintain the crack width. After fixing the specimen using a clamp, a water permeability test ( Figure 4 ) was performed at each age according to previous studies [ 11 , 15 , 29 , 30 ].…”
Section: Methodsmentioning
confidence: 99%
“…Among the discussed self-healing technologies, the encapsulation of cement-based materials is advantageous, specifically because large amounts of self-healing material can be contained in a capsule and released at the cracked site for a targeted reaction [ 15 , 16 ]. When the cementitious self-healing material is released from the crack area, it can react with the pore water in the cement composite to form hydrates, thereby producing a healing effect.…”
Section: Introductionmentioning
confidence: 99%
“…This study produced a powder compacted capsule (PCC) using the droplet and blended manufacturing methods [ 15 , 25 ] to encapsulate a cementitious material. Moreover, the mechanical properties of the PCC were evaluated.…”
Several studies have been reported on self-healing concrete using bacteria, admixtures, and microcapsules. Among these self-healing techniques, encapsulating cement-based materials is advantageous in that large amounts of self-healing material can be contained in a capsule and released at the cracked site for a targeted reaction. This study produced a powder compacted capsule (PCC) using the droplet and blended manufacturing methods to encapsulate cementitious materials. This study refers to the PCCs as droplet-PCC (D-PCC) and blended-PCC (B-PCC) according to the manufacturing method used. The fluidity, compressive strength, carbonation, drying shrinkage, and water permeability of cement mortar with PCCs were evaluated. The test results show that the flow of the mortar sample using D-PCC was slightly higher than that of the mortar using B-PCC. The compressive strength of the mortar sample with B-PCC was generally higher than that of the mortar sample with D-PCC. The compressive strength of the B-PCC2 sample (with 0.2% of B-PCC) was the highest at all curing ages. This may be because the B-PCC fracture load was higher than that of the D-PCC. In addition, more hydrates were observed in the B-PCC sample than in the D-PCC sample. A crack healing effect was observed in the samples with PCC, regardless of the PCC type. The effect was the greatest in the B-PCC6 sample (with 0.6% of B-PCC). The results of this study provide a reference for the PCC type and mix ratio that would yield the best mechanical properties and crack healing effect.
“…In the water permeability test, the specimen was split after 28 d of age, and 0.3 mm silicone sheets were placed on both ends of the specimen to maintain the crack width. After fixing the specimen using a clamp, a water permeability test ( Figure 4 ) was performed at each age according to previous studies [ 11 , 15 , 29 , 30 ].…”
Section: Methodsmentioning
confidence: 99%
“…Among the discussed self-healing technologies, the encapsulation of cement-based materials is advantageous, specifically because large amounts of self-healing material can be contained in a capsule and released at the cracked site for a targeted reaction [ 15 , 16 ]. When the cementitious self-healing material is released from the crack area, it can react with the pore water in the cement composite to form hydrates, thereby producing a healing effect.…”
Section: Introductionmentioning
confidence: 99%
“…This study produced a powder compacted capsule (PCC) using the droplet and blended manufacturing methods [ 15 , 25 ] to encapsulate a cementitious material. Moreover, the mechanical properties of the PCC were evaluated.…”
Several studies have been reported on self-healing concrete using bacteria, admixtures, and microcapsules. Among these self-healing techniques, encapsulating cement-based materials is advantageous in that large amounts of self-healing material can be contained in a capsule and released at the cracked site for a targeted reaction. This study produced a powder compacted capsule (PCC) using the droplet and blended manufacturing methods to encapsulate cementitious materials. This study refers to the PCCs as droplet-PCC (D-PCC) and blended-PCC (B-PCC) according to the manufacturing method used. The fluidity, compressive strength, carbonation, drying shrinkage, and water permeability of cement mortar with PCCs were evaluated. The test results show that the flow of the mortar sample using D-PCC was slightly higher than that of the mortar using B-PCC. The compressive strength of the mortar sample with B-PCC was generally higher than that of the mortar sample with D-PCC. The compressive strength of the B-PCC2 sample (with 0.2% of B-PCC) was the highest at all curing ages. This may be because the B-PCC fracture load was higher than that of the D-PCC. In addition, more hydrates were observed in the B-PCC sample than in the D-PCC sample. A crack healing effect was observed in the samples with PCC, regardless of the PCC type. The effect was the greatest in the B-PCC6 sample (with 0.6% of B-PCC). The results of this study provide a reference for the PCC type and mix ratio that would yield the best mechanical properties and crack healing effect.
“…An improvement in SH abilities and a simultaneous reduction in shrinkage using microcapsules is presented in [ 14 ]. Concrete and mortars with SH properties, with the possibility of the cracks’ closure, are presented in [ 15 , 16 , 17 , 18 , 19 , 20 , 21 , 22 ]. The methodology for evaluating concrete’s self-healing performance is presented in [ 23 ].…”
In this work, roof felts are considered. Special attention is paid to the mechanical properties and self-healing (SH) phenomena under elevated temperatures. The results of the heating and strength tests for the entire range of material work, from the first load to sample breaking, are shown with respect to the angle of reinforcement relative to the longitudinal axis of the sample and different ways of breaking the continuity of the material. The influence that the material thickness and modifiers used for the production of the base material have on the obtained results was also pointed out. The meaningful SH strength is reported—from 5% up to 20% of the strength of the undamaged material—which, in perspective, can provide comprehensive knowledge of the optimal use of roofing felts and its proper mathematical modeling.
“…Concrete damage has always been a common problem in concrete structures. In order to restore the function of damaged concrete structures, cement-based materials such as concrete or mortar have been usually used as repairing materials (Zailani et al 2020, Yang et al 2020, Xue et al 2021, Oh et al 2022. Cement-based material is one of the most widely used building materials in the world, which has both advantages, such as easy access of raw materials, easy production and construction, and disadvantages, like high shrinkage (Zhang et al 2021), easy cracking (Szeląg 2020) and low compressive strength (Kasal and Vítek 2022).…”
In order to study the shrinkage properties of modified repairing mortar, an orthogonal experiment with four factors and three levels were proceeded. Nine specimens with four factors, i.e., silica powder, sodium silicate, basalt fiber and a U-type expansive agent, were used to measure the length change ratio. The results show that the shrinkage value of modified repairing mortars have been greatly reduced. Compared with the control specimen without any additives, the shrinkage value of the modified repairing mortar with the silica powder of 3 %, the sodium silicate of 1.0 %, the basalt fiber of 0.2 % and the U-type expansive agent of 10 % at 60d drops by 42.5%. Based on experimental results, the shrinkage prediction model of modified repairing mortar has been established. The model can be used to predict the shrinkage value of the modified repairing mortar with similar compositions.
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.