288 publications from this institution
The recovery of concrete by post-fire-curing is non-negligible in assessing the residual properties of concrete after the fire or similar hazardous disasters. This paper reviewed the related studies on this subject. The post-fire-curing was introduced, the mechanism of post-fire-curing and the properties tested were reviewed. Moreover, some factors influencing the recovery were discussed. The recovery after the post-fire-curing is based on the rehydration of the dehydrates produced in the high-temperatures exposure. Moisture is essential to the recovery, so water post-fire-curing always results in better recovery. After the recovery, the pore structures can recover to the pre-fire level while the mechanical properties and durability cannot. The mechanism and the contribution of the further hydration of unhydrated cement grain are still not clear. The direct relationship between the rehydration and the strength recovery needs further investigation in future studies.
Besides piloted ignition, autoignition is also an important aspect to real fire development as combustible materials may be ignited without independent flame. Fire behaviors of non-charring and charring polymers were then investigated in a cone calorimeter under autoignition conditions. Fire risk of non-charring polymers are higher than those of charring polymers because of high heat release, and the increase of heat release rate is much obvious with a higher heat flux or thickness. Charring polymers seem to have a higher CO yield, while non-charring polymers have a higher CO2 yield. Ignition methods have influences to combustion efficiency of non-charring polymers as effective heat of combustion under autoignition are observed lower than those reference data under piloted ignition conditions. Its influences to charring polymers are not obvious. Both CO and CO2 yields under flaming combustion are higher than those under non-flaming combustion, but mass percent of carbon seem to has limited effect. Experimental data in this study can provide a guidance to fire risk evaluation of non-charring and charring polymers.
Solar chimney has been primarily utilized for natural ventilation, but its application to smoke exhaustion was rarely explored. A 1:3 reduced-scale test platform with a dimension of 1.5 m × 1.5 m × 0.9 m (height) was used to optimize solar chimney under natural ventilation and smoke exhaustion, considering four influencing factors, including height of cavity inlet from the floor (0.2–0.8 m), cavity depth (2.5–17.5 cm), solar radiation (400–1200 W/m2) and fire size (6.8–15.8 kW). Both natural ventilation and smoke exhaustion follow the same trend along the air inlet height and cavity depth, which confirms its viability on smoke exhaustion under fire condition without compromising the performance of natural ventilation. Experimental results suggested a chimney configuration of 0.5 m high air inlet and 12.5 cm cavity depth with optimized functions. External radiation shows obvious benefit on enhancing natural ventilation, while its influence on smoke exhaustion is limited. An empirical model was developed to predict the flow rate under normal and fire conditions. The outcomes of this study provide a technical guidance for the design of solar chimney under scenarios of both natural ventilation and smoke exhaustion.
Ground source heat pump (GSHP) is known as the most promising green energy utilization technology in the 21st century. However, the heat transfer efficiency of GSHP systems cannot be significantly improved owing to the limitations of heat transfer fluid and surrounding backfill material, which has become a major obstacle to the widespread application of the system. In this paper, efforts had been made to enhance the heat transfer performance of the ground heat exchanger (GHE) under the joint actions of structure and material. For this purpose, an experimental platform for horizontal spiral-coil GHE was built to study the synergistic effects of using shape-stabilized phase change material (SSPCM) as backfilling and CuO/water nanofluid as the heat transfer fluid on thermal performance of the GHE. The results showed that the heat transfer amount increased by 69.9% and the thermal resistance decreased by 81.77% under the synergistic effects of SSPCM and nanofluid. The ground thermal influence radius with SSPCM backfill was about 80% of that with sand backfill. Nanofluid and SSPCM promote and reinforce each other. The performance improvement effect was more significant under the synergistic effects of SSPCM and nanofluid. The findings of this study can help designer to develop high-efficiency GHE.
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A novel open-winding brushless doubly-fed generator (BDFG) system with two two-level bidirectional converters is proposed. This topology is equivalent to a three-level bidirectional converter connected to the typical BDFG, but solves the unbalanced-voltage-division problem of DC capacitor in the three-level converter, and has lower converter capacity, more flexible control mode, and better fault-tolerant ability. The direct power control (DPC) based on the twelve sections is adopted to implement the power tracking of the open-winding BDFG system, which is compared with the typical BDFG DPC system based on the six and twelve sections to verify the advantages of the proposed scheme.
No abstract is provided for this article.
Summary To address the effect of metro train blockage on the critical ventilation velocity in a long tunnel, a series of scenarios were conducted numerically through this study, including different fire sizes (5‐10 MW), metro train lengths (80‐120 m), and blockage ratios ( φ , 0.50, and 0.57). It is known from the numerical results that the metro train length shows a limited effect on the critical ventilation velocity, which is because the longitudinal ventilation has become stable before reaching the fire source to prevent smoke back‐layering, and increasing the metro train length only increases the distance of stabilizing the longitudinal ventilation. The blockage ratio shows an obvious influence on the critical ventilation velocity, which is because the presence of the metro train can obviously reduce the flow cross‐sectional area of the tunnel. An empirical model is developed as well, while it is known that the critical ventilation velocity increases with the one‐third power of dimensionless heat release rate and (1‐ φ ). The research outcomes of this study provide a technical guide for the design of the metro tunnel and the relevant emergency management of fire rescue under fire conditions.