The model takes into account through one single parameter, the so-called concrete mixture recycling factor, the influence of the recycled aggregates proportion on the temperature-dependent yield condition, the local hardening/softening laws and the volumetric non-associativity.
The primary outcome analysis assumed similar treatment benefit from the 4 and 8 mg baricitinib doses and, therefore, was the aggregate proportion of patients in the combined 4 and 8 mg groups who achieved an American College of Rheumatology 20% response (ACR20) 8 compared with placebo at 12 weeks.
The influence of recycled concrete aggregates proportion and initial water saturation rate were investigated.
On the whole, with the further drying wetting cycles, the proportion of the aggregates (1 2 mm) shows almostly no change.
After that period, the proportion of the aggregates (2 5 mm) decreases and remains almost no residue eventually.
Due to the supplement from the disintegration of the aggregates (5 10 mm) in the first cycle, the proportion of the aggregates (2 5 mm) increases slightly.
In the model of the cellulose supramolecular structure, most cellulose fibrils are part of aggregates, which means that a high proportion of the fibril surface area and crystalline regions are in the interior of the aggregates, preventing direct enzymatic attack during enzymatic hydrolysis, at least during the initial stages of hydrolysis.
This paper reports unprecedentedly capacitance-based nondestructive detection of aggregate proportion variation in cement-based materials.
It can also be seen from Fig. 5b that the proportions of water– stable aggregates in the size range of 0.5 1 mm, 0.25 0.5 mm and <0.25 mm increase with the increase of the drying wetting cycles mainly due to the breakdown of the aggregates with the greater sizes.
The results showed that the increase in reactive aggregate proportion allowed the reduction of the alkali silica reaction (ASR) expansion.
