Frost resistance of self-consolidating concrete (SCC) is very important in structures exposed to cold weather.
For a weak bonding, the 20% ultimate tensile failure strain and high penetration impact resistance of self-reinforced PP were maintained.
Compared with normal concrete mixes, the segregation resistance of self-consolidating concrete (SCC) are more sensitive to small variations of properties such as gradation and moisture content of aggregates, type and dosage of superplasticizer, etc.
Based on the idea of a functionally gradient material, the gradient self-lubricating ceramic tools were designed to solve the problem that the antifriction property and wear resistance of self-lubricating ceramic tools cannot be simultaneously considered.
Compared with normal mortar mixtures, the segregation resistance of self-consolidating mortar are more sensitive to small variations of properties such as gradation and moisture content of aggregates, type and dosage of superplasticizer.
The main objective of the study was to investigate the effect of loading cationic corrosion inhibitors into halloysite nanotubes on the corrosion resistance of self-healing coatings derived from these materials.
This paper presents the results of a study conducted to evaluate the corrosion resistance of self-compacting concrete (SCC) prepared using quarry dust powder (QDP), silica fume (SF) plus QDP or fly ash (FA).
A large experimental campaign comprised of 470 withdrawal tests was carried out, aiming to quantify the withdrawal resistance of self-tapping screws (STS) inserted in the side face of cross laminated timber (CLT) elements.
Thus an experimental study was carried out to evaluate the fluidity, flexural strength, compressive strength, shrinkage, bond strength and wear resistance of self-leveling mortar prepared with original phosphogypsum, and the role of phosphogypsum in mortar was also investigated by theoretical analysis, XRD, TG-DSC and ESEM.
