Damage constitutive model of lunar soil simulant geopolymer under impact loading

Lunar base construction is a crucial component of the lunar exploration program,and considering the dynamic characteristics of lunar soil is important for moon construction.Therefore,investigating the dynamic properties of lunar soil by establishing a constitutive relationship is critical for providing a theoretical basis for its damage evolution.In this paper,a split Hopkinson pressure bar(SHPB)device was used to perform three sets of impact tests under different pressures on a lunar soil simulant geopolymer(LSSG)with sodium silicate(Na_(2)SiO_(3))contents of 1%,3%,5%and 7%.The dynamic stressestrain curves,failure modes,and energy variation rules of LSSG under different pressures were obtained.The equation was modified based on the ZWT viscoelastic constitutive model and was combined with the damage variable.The damage element obeys the Weibull distribution and the constitutive equation that can describe the mechanical properties of LSSG under dynamic loading was obtained.The results demonstrate that the dynamic compressive strength of LSSG has a marked strain-rate strengthening effect.Na_(2)SiO_(3) has both strengthening and deterioration effects on the dynamic compressive strength of LSSG.As Na_(2)SiO_(3) grows,the dynamic compressive strength of LSSG first increases and then decreases.At a fixed air pressure,5%Na_(2)SiO_(3) had the largest dynamic compressive strength,the largest incident energy,the smallest absorbed energy,and the lightest damage.The ZWT equation was modified according to the stress response properties of LSSG and the range of the SHPB strain rate to obtain the constitutive equation of the LSSG,and the model’s correctness was confirmed.

Influence and sensitivity analysis of thermal parameters on temperature field distribution of active thermal insulated roadway in high temperature mine

To study active heat insulation roadway in high temperature mines,the typical high temperature roadway of−965 m in Zhujidong Coal Mine of Anhui,China,is selected as prototype.The ANSYS numerical simulation method is used for sensitivity analysis of heat insulation layer with different thermal conductivity and thickness,as well as surrounding rock with different thermal conductivity and temperature on a heat-adjusting zone radius,surrounding rock temperature field and wall temperature.The results show that the heat-adjusting zone radius will entirely be in the right power index relationship to the ventilation time.Decrease in thermal conductivity and increase in thickness of insulation layer can effectively reduce the disturbance of airflow on the surrounding rock temperature,hence,beneficial for decreasing wall temperature.This favourable trend significantly decreases with ventilation time,increase in thermal conductivity and temperature of surrounding rock,heat-adjusting zone radius,surrounding rock temperature field,and wall temperature.Sensitivity analysis shows that the thermal physical properties of surrounding rock determine the temperature distribution of the roadway,hence,temperature of surrounding rock is considered as the most sensitive factor of all influencing factors.For the spray layer,thermal conductivity is more sensitive,compared to thickness.It is concluded that increase in the spray layer thickness is not as beneficial as using low thermal conductivity insulation material.Therefore,roadway preferential consideration should be given to the rocks with low temperature and thermal conductivity.The application of the insulation layer has positive significance for the thermal environment control in mine roadway,however,increase in the layer thickness without restriction has a limited effect on the thermal insulation.

Study on the energy evolution mechanism of low-temperature concrete under uniaxial compression

In order to study the mechanical properties and energy evolution of low-temperature concrete during uniaxial compres‐sion, a uniaxial compression test was performed on concrete. In addition, the evolution laws of compressive strength, deformation modulus and total energy, elastic potential energy, dissipated energy and peak energy of concrete in the process of deformation and failure are analyzed. The effects of age and temperature on low-temperature concrete is analyzed from the perspective of energy. Test results show that temperature improves the strength and deformation of concrete to varying degrees. When cured for 28 days, the compressive strength and deformation modulus of concrete at −20 ℃ is increased by 17.98% and 21.45% respectively, compared with the compressive strength and deformation modulus at room temperature of 20 ℃. At the point of failure of the concrete under uniaxial compression, the total damage energy and the dissipation energy both increase, while the developed elastic strain energy increases and then decreases. Increase in curing duration tends to increase the total destruction energy of concrete, peak point elastic strain energy, peak point dissipation energy, and peak point total energy. Whereas increase in curing durations, has shown to decrease the total destruction energy of concrete, the peak point elastic strain energy, peak point dissipation energy, and peak point total energy. The peak point strain energy reflects the ability of low-temperature concrete to reasonably resist damage. By using the principle of energy analysis to study the deformation process of concrete, it provides research methods and ideas for the deformation analysis of this type of material under load.

Experimental research on the microstructure and compressive and tensile properties of nano-SiO_(2) concrete containing basalt fibers

Urban underground space resources are gaining increasing attention for the sustainable development of cities.Traditional concrete cannot meet the needs of underground construction.High-performance concrete was prepared using varying dosages of nano-SiO_(2)and basalt fiber,and its compressive and tensile strength was measured.The concrete microstructure was analyzed and used to assess the mechanisms through which the nano-SiO_(2)and basalt fibers affect the strength of concrete.The cement hydration productions in concrete produced varied with the dosage of nano-SiO_(2).When the nano-SiO_(2)dosage was between 0 and 1.8%,the mass of the C-S-H gel and AFt crystals increased gradually with the nano-SiO_(2)dosage.When the nano-SiO_(2)dosage was 1.2%,optimum amounts of C-S-H gel and AFt crystals existed,and the compactness of concrete was well,which agreed with the results of the compressive strength tests.When the basalt-fiber dosage was between 3 and 4 kg/m^(3),the basalt fibers and the cement matrix were closely bonded,and the splitting tensile strength of the concrete markedly improved.When the basalt-fiber dosage exceeded 5 kg/m^(3),the basalt fibers clustered together,resulting in weak bonding between the basalt fibers and the cement matrix,consequently,the basalt fibers were easily pulled apart from the cement.When the nano-SiO_(2)and basalt fiber dosages were 1.2%and 3 kg/m^(3),respectively,the compactness of the concrete microstructure was well and the strength enhancement was the greatest;additionally,the compressive strength and splitting tensile strength were 9.04%and 17.42%,respectively,greater than those of plain concrete.The macroscopic tests on the mechanical properties of the nano-SiO_(2)concrete containing basalt fibers agreed well with the results of microstructure analysis.