Dynamic responses and damage of storage tanks under the coupling effect of blast wave and fragment impact

Blast wave and fragment are two main types of physical damage effects representing a significant threat to storage tank structures in chemical industrial parks. Compared with the effect of only blast wave or fragment, the coupling effect of them may cause more severe consequences and is worthy of study. A numerical study of the dynamic responses and damage of a vertical storage tank subjected to the coupling effect of blast wave and fragment is conducted based on a typical accident. The simulation results reveal that stress-concentration and rapid increase of the stress exist in the impacted region of the storage tank under the coupling effect, which leads to the structural damage of the tank exhibiting different failure modes. The coupling effect is significantly apparent following a dramatic increase of the plastic strain, and the damage of the storage tank is further aggravated. From the displacement response and energy absorption, the overall damage of the storage tank subjected to the coupling effect is more severe than that caused by blast wave and fragment separately, which also indicates that the coupling effect is an enhanced damage effect. Besides, the contribution of blast wave and fragment to the coupling effect depends on scaled distance. The results of the study help reveal the coupling effect of blast wave and fragment and prevent domino accidents caused by the coupling effect.     

Bamboo–Fiber Filled High Density Polyethylene Composites: Effect of Coupling Treatment and Nanoclay

High density polyethylene (HDPE)/bamboo composites with different nanoclay and maleated polyethylene (MAPE) contents were fabricated by melt compounding. The compounding characteristics, clay dispersion, HDPE crystallization, and mechanical properties of the composites were studied. The equilibrium torque during compounding decreased with use of clay masterbatch and increased with the addition of MAPE. The X-ray diffraction (XRD) data showed that the clay was exfoliated only when 1% clay was added to pure HDPE without MAPE. For HDPE/bamboo systems, MAPE was necessary to achieve clay exfoliation. For pure HDPE system, both dynamic and static bending moduli increased, while impact strength decreased with increased clay loading. For the HDPE/bamboo fiber composites, tensile strength, bending modulus and strength were improved with the use of MAPE. The use of the clay in the system led to reduced mechanical properties. Techniques such as pre-coating fibers with clay–MAPE mixture are needed to enhance the synergetic effect of the clay and bamboo fiber on the composite properties in the future study.     

从煤和瓦斯的耦合作用及煤的失稳破坏看突出的机理

以含瓦斯煤力学为基础，研究煤与瓦斯的耦合作用对煤和瓦斯突出的影响及突出发生的失稳机理，提出煤和瓦斯突出的固流耦合失稳理论，为煤和瓦斯突出的预测提供了理论基础     

Use of coupling agents to stabilize asphalt–rubber–gravel composite to improve its mechanical properties

The mechanical performance of rubber-modified asphalt roads depends, besides the intrinsic properties of the constituents (asphalt, rubber and gravel), on their interfaces. To improve the adhesion between constituents, two different coupling agents were required: one to link asphalt with the rubber particles to stabilize the composite creating an elastic network in the interior of the material to improve its elastic recovery, and other to increase the adhesion between the hydrophobic asphalt and the hydrophilic gravel. A phenolic resin was used to link the rubber particles with the asphalt, while a switterionic molecule (phosphatidyl-choline) was used to change the OH groups on the gravel surface by hydrocarbon chains to make it compatible with the asphalt.