Wet Test Research Articles

Studying the Tribological Properties of Coffee Oil-Loaded Water-Based Green Lubricant

Lubrication is the primary solution to reduce friction and wear. However, conventional lubricants cause pollution when not properly disposed of or due to accidental leaks. Therefore, environmentally friendly lubricating fluids are welcome in any application where they can meet the performance requirements. This study suggests using coffee oil produced from spent coffee grounds to improve the lubricity of water-based lubricating fluid. Bis(2-hydroxyethyl)ammonium oleate protic ionic liquid facilitates the dispersion of coffee oil in water. Kinematic viscosity, wettability, corrosion prevention, and lubricity tests were performed to evaluate the tribological properties provided by these additives. It was observed that a higher amount of coffee oil could be dispersed with the introduction of a higher amount of protic ionic liquid. In this study, ten wt.% of coffee oil was successfully dispersed using one wt.% of protic ionic liquid. Introducing additives increased dispersions’ viscosity, improved wettability, provided protection against corrosion, and reduced wear and friction. It was proposed that polar molecules of protic ionic liquid were responsible for most of the improvement, while coffee oil contributed by increasing viscosity. Further studies could be directed toward determining rational concentration to meet each particular application’s requirements.

Substitution of petrochemical compounds for polyphenols of natural origin reinforced with cellulose nanofibrils to formulate adhesives for wood bonding.

Vegetable tannins are excellent options to produce adhesives for the panel industry since they have the capacity to reduce formaldehyde emissions and are derived from renewable sources. They also allow for the possibility of increasing the resistance of the glue line through the use of natural reinforcements such as cellulose nanofibrils. Condensed tannins, polyphenols isolated from tree bark, are widely studied for the production of natural adhesives as an alternative to commercial synthetic adhesives. So, the purpose of our research is to show a natural adhesive alternative for wood bonding. Therefore, the objective of the study was to evaluate the quality of tannin adhesives of different species reinforced with different nanofibrils and thus predict which adhesive is the most promising at different concentrations of reinforcement and with different types of polyphenols. To meet this objective, polyphenols were extracted from the bark, nanofibrils were obtained, and both processes followed the current standards. Then, the adhesives were produced, their properties were characterized, and they were chemically analyzed via Fourier transform infrared spectroscopy (FTIR), and thermogravimetric analysis (TGA). A mechanical shear analysis of the glue line was also performed. According to the results, the addition of cellulose nanofibrils affected the physical properties of the adhesives, mostly the content of solids and the gel time. In the FTIR spectra, the OH band of the 5% Pinus and 5% Eucalyptus (EUC) TEMPO in the barbatimao adhesive and the 5% EUC of the cumate red adhesive were reduced, possibly due to their higher moisture resistance. Mechanical tests of the glue line showed that barbatimao with 5% Pinus and cumate red with 5% EUC performed best in the dry and wet shear tests. The control was the best-performing sample in the test of the commercial adhesives. The cellulose nanofibrils used as reinforcement did not change the thermal resistance of the adhesives. Therefore, the addition of cellulose nanofibrils to these tannins is an interesting means of increasing the mechanical strength, as occurred in commercial adhesive with 5% EUC. Thus, the physical and mechanical properties of tannin adhesives were better with reinforcement, making it possible to expand the use of these adhesives in the panel industry. At the industrial level, it is important to replace synthetic products with natural ones. Besides environmental and health issues, there is the question of the value of petroleum-based products, which have been widely studied so that they can be replaced.

Experimental and Modeling Study of Abrasive Wear of Tungsten Carbide Drilling Bit in Wet and Dry Conditions

The results of theoretical and experimental investigations carried out to study the effect of load and relative sliding speed on the abrasive wear behavior in drilling bit teeth surfaces of an insert tungsten carbide bit have been presented. Experimentally, an apparatus for abrasive wear tests conducted on the modified ASTM-G65 was modified and fabricated to facilitate loading and measurement of wear rate for the sand/ steel wheel abrasion test, which involves two cases of contact; first is at dry sand and second is under wet condition. These tests have been carried under varied operating parameters of normal load and sliding speed. A theoretical model based upon the Archard equation has been developed for predicting wear simulation by using ANSYS12.1 program for dry and wet abrasive wear rates. The general trend for all the results of wet tests is that an increase in the applied load as well as wheel rotational speed produces an increase in wear rate, while at the dry tests the behavior shows an increase and fluctuating in wear rate due to the transition in wear mechanism. As compared to the dry tests, the volume losses in wet tests have much higher values, that is because the presence of water which causes high adhesion between sand particles and specimen surface as well as wear-corrosion interaction which accelerate the wear rates. The percentage errors between theoretical and experimental results are more stable with the wet than dry tests due to the stability in wear rates.

Woodside offshore dry deluge testing

Wet deluge testing of firewater systems is considered a recognised contributing factor to accelerated corrosion on offshore facilities. Spraying sensitive equipment and structures with sea water is not only disruptive to the facility, it can also cause process upsets and is labour intensive with set-up and subsequent fresh water washdown. While ensuring the performance of this safety-critical system is vital through regular testing, adopting new methods with less adverse impacts is of high importance. Dry deluge testing using a propylene glycol-based vapour as an alternate testing medium has been adopted on offshore facilities in the US, Dutch, Danish and UK sectors, significantly reducing the frequency of wet testing. A generator is used to produce smoke-like vapour, which is then pumped into the system piping through existing test connection points while the system remains online. The vapour migrates throughout the distribution piping, ultimately exiting the deluge nozzles to visually identify any blockages. This method of testing will reduce costs to businesses, not only for deluge testing itself, but more importantly from an asset fabric maintenance perspective. Woodside Energy successfully carried out the first offshore dry deluge testing in Australia on the Okha FPSO (floating production, storage and offloading) in 2021. The testing covered varied deluge and foam system arrangements with different nozzle types. This paper details the dry deluge tests conducted on Okha, the results gathered, main operational and implementation concerns of the testing and recommendations on further collaboration and improvements for adopting this test method across the Australian oil and gas industry.

Synergistic effect of binary mixture of anionic nonionic surfactant on inhibiting coal dust pollution: Experiment and simulation

Coal dust is a pollutant particle generated during the process of coal development and utilization. It can cause damage to the surrounding environment and human health. In this paper, experimental and molecular dynamics simulations were used to select four surfactants: fatty alcohol polyoxyethylene ether sodium sulfate (AES), sodium dodecyl benzene sulfonate (SDBS), lauryl glucoside (APG-12), and fatty alcohol polyoxyethylene ether (AEO-9). The wettability and adsorption ability of a single surfactant and a combination of surfactants were studied at the macro and micro levels, Laying a foundation for the preparation of binary surfactants. The results show that the anionic nonionic binary composite aqueous solution of 0.07% SDBS and 0.05% AEO-9 can greatly increase the content of hydrophilic functional groups in coal molecules, and its hydrophobic groups can be firmly adsorbed on the pore size of coal dust, effectively solving the problem of poor hydrophilicity and difficult wetting of coal dust. In addition, on the basis of quantitative characterization of micromolecules and macro wetting test, research on foam characteristics has been added to further improve dust suppression efficiency and effectively control air pollution caused by coal mining and use.

Effect of Hollow 304 Stainless Steel Fiber on Corrosion Resistance and Mechanical Properties of Ultra-High Performance Concrete (UHPC).

This study investigated the effect of hollow 304 stainless-steel fiber on the corrosion resistance and mechanical properties of ultra-high-performance concrete (UHPC), and prepared copper-coated-fiber-reinforced UHPC as the control group. The electrochemical performance of the prepared UHPC was compared with the results of X-ray computed tomography (X-CT). The results reveal that cavitation can improve the distribution of steel fibers in the UHPC. Compared with solid steel fibers, the compressive strength of UHPC with hollow stainless-steel fibers did not exhibit significant change, but the maximum flexural strength increased by 45.2% (2 vol% content, length-diameter ratio of 60). Hollow stainless-steel fiber could better improve the durability of UHPC compared with copper-plated steel fiber, and the gap between the two continued to increase as the durability test progressed. After the dry-wet cycle test, the flexural strength of the copper-coated-fiber-reinforced UHPC was 26 MPa, marking a decrease of 21.9%, while the flexural strength of the UHPC mixed with hollow stainless-steel fibers was 40.1 MPa, marking a decrease of only 5.6%. When the salt spray test had run for seven days, the difference in the flexural strength between the two was 18.4%, but when the test ended (180 days), the difference increased to 34%. The electrochemical performance of the hollow stainless-steel fiber improved, owing to the small carrying capacity of the hollow structure, and more uniform distribution in the UHPC and lower interconnection probability were achieved. According to the AC impedance test results, the charge transfer impedance of the UHPC doped with solid steel fiber is 5.8 KΩ, while that of the UHPC doped with hollow stainless-steel fiber is 8.8 KΩ.

Experimental Investigation of the Effects of the Sizes and Concentrations of SiO2 Nanoparticles on Wettability Alteration and Oil Recovery

The use of silica nanoparticles for enhanced oil recovery has recently attracted the attention of investigators, and the disjoining pressure has been found to be a promising mechanism for removing residual oil. Previous studies have found that decreasing the particle size and increasing the concentration of nanoparticles improves the disjoining pressure, which enables the oil to be removed more easily. However, these studies were not designed for a reservoir environment. In the present work, our goal is to investigate the effects of the sizes and concentrations of nanoparticles by performing experimental wettability tests and core-flooding tests under reservoir conditions and by calculating the disjoining pressure. Our results demonstrate that both wettability alteration and oil recovery are higher with smaller particle sizes. However, we observed no correlation between wettability alteration and concentration. In contrast, the oil-displacement rate was better in the early stages of oil recovery for increased nanoparticle concentrations, suggesting that the disjoining pressure may be more effective then. These results demonstrate that particle sizes and concentrations are essential parameters for enhanced oil recovery using nanoparticles, even in a reservoir environment.

Synthesis and application of nonionic Gemini surfactants based on grape seed oil

AbstractA series of vegetable oil‐based nonionic Gemini surfactant (GPNGS) was prepared using grape seed oil and polyethylene glycol monomethyl ether (350, 550, 750) as the primary raw materials. The chemical structures of different types of GPNGS were characterised by Fourier Transform–infrared spectroscopy, elemental analysis, proton nuclear magnetic resonance and carbon‐13 nuclear magnetic resonance. The critical micelle concentration (CMC) of GPNGS with different polyoxyethylene chain lengths was measured using the Wilhelmy ring method (CMC: ca. 1.4 × 10−4 to 5 × 10−4 mol/L). The results of wettability testing showed that the contact angle of GPNGS on polyamide film was ca. 46‐49°. In addition, the interaction of surfactants with acid dyes was also investigated. The ultraviolet spectrum showed a balance between dyes, surfactants and the dye/surfactant complex. Next, the GPNGS was used as a nylon 66 acid dye levelling agent. After adding 0.2 mmol/L of surfactants, the standard deviations (S(λ)) of nylon 66 dyeing decreased from 0.084 to ca. 0.036‐0.044, exhibiting a good levelling effect.

Study to Assess the Combined Effectiveness of Kinesio Taping and A Corrective Footwear for the Ward Nurses with Foot Pain

Foot pain is an abnormal pain and discomfort in one or more parts of the foot, like heels, arches, and soles. Minor injuries to the foot, repetitive stress or overuse, and inappropriate footwear are found to be the cause. Foot pain has reached up to 55.9% generally in the ones who are more engaged in walking and standing. Previous studies have shown that kinesio taping helps prevent injuries and reduce pain. Since footwear is only an interface between the ground and the foot, we combine kinesio taping with corrective footwear to see the impact. Our study aims to determine the combined effectiveness of kinesio taping and corrective footwear for ward nurses with foot pain. Through this study, we aim to see whether kinesio taping and corrective footwear help reduce pain for ward nurses with foot pain because nurses are at a higher risk as their profession demands more standing and walking. It was an experimental design study where subjects were randomly assigned into two groups- Group A (kinesio taping and corrective footwear) and Group- B (conventional exercise) for three weeks. The numerical Pain Rating Scale (NPRS) was used to measure pain score, Foot Function Index (FFI) to measure pain in terms of function and disability, the Navicular Drop Test (NDT) to measure pronation of the foot and wet test (an observational test) to see the arch of the foot - normal, flat or high arch. statistical analysis showed NPRS mean score for group A is 2.26 and for group B is 3.11, FFI score for group A is 13.00. Group B is 22.00. Both NPRS and FFI were highly significant (p<0.01). NDT is significant at a 1% probability level (p=.005< 0.01), as the mean score remained the same pre and post-treatment. All the interventions have brought about some improvement in each group post-treatment based on the mean score, but its significance varies. The intervention used in Group-A showed better results in alleviating pain. It is concluded that kinesio taping and corrective footwear were more effective in reducing pain among the nurses.

Evaluation the behavior of Ring Footing on Gypseous Soil Subjected to Eccentric and Inclined Loads

An extensive program of laboratory testing was conducted on ring footing rested on gypseous soil brought from the north of Iraq (Salah El-Deen governorate) with a gypsum content of 59%. There are limited researches available, and even fewer have been done experimentally to understand how to ring footings behave; almost all the previous works only concern the behavior of ring footing under vertical loads, Moreover, relatively few studies have examined the impact of eccentric load and inclined load on such footing. In this study, a series of tests, including dry and wet tests, were carried out using a steel container (600×600×600) mm, metal ring footing (100 mm outer diameter and 40 mm inner diameter) was placed in the middle of the container top surface that filled with the gypseous soil. Subject to (vertical and inclined) (concentric and eccentric) loads was carried out for dry and soaking soil to discover the differences in bearing capacity as well as ring behaviors. According to the results when the load eccentricity increases on the ring footing from the rate (e = 0B, e = 0.04B e = 0.08B, e = 0.16B) and the inclination load increases as (0°, 5°, 10°, 15°) respectively the ring footing ultimate loads will be reduced.

Experimental studies on mechanical and durability properties of high performance concrete with partial replacement of fine aggregate with crushed Quartzite and binding material by fly ash and silica fume

The high performances concrete’s demand growing day by day due to its mechanical properties like compressive strength and it’s durability characteristics therefore the Research on high performance concrete on its verge. The availability of natural fine aggregates are diminishing day by day there by it is the time to search for alternative. Many researches are using utilizing industrial waste in High performance Concrete. In the present study, M60 grade of the concrete was used and designed as per the mix design standards of American Concrete Institute (ACI, 234R-96). The mechanical properties of HPC, such as compressive strength, split tensile strength, and modulus of elasticity, as well as durability properties, such as acid resistance test, sulphate resistance test, chloride resistance test, ultrasonic pulse velocity test, and alternate wet and dry test, were determined using specimens of regular concrete mix and modified Crushed Quartzite concrete mixes. According to the experimental findings, HPC has good mechanical and durability features when 30% crushed quartzite is substituted for fine aggregate, and the amount of binder is determined by the compressive strength of concrete when varied amounts of fly ash and silica fume are used. Optimization of admixture arrived as Fly ash 15% and silica fume 10% to the weight of cement content.

Slurry erosion wear of high chromium cast iron samples from a slurry pump impeller. Effect of impact angle variation

In this work, the impact angle effect on the erosive wear resistance of high chromium cast iron (HCCI) samples from a slurry pump impeller was evaluated. For this purpose, equipment was designed and built to carry out wet erosion tests. Erosion tests were carried out at angles of 30°, 45°, 60° and 90° using an erosive slurry with a concentration of 20%, by weight, of silica sand. The results indicated that the erosive wear rate followed the classic behavior of variation with the impact angle for ductile materials. There was an increase in the erosion rate with increasing angle until reaching the peak wear at 45°, followed by a decrease in wear down to the minimum wear rate at 90°. Significant differences were observed in the mass loss of the HCCI samples: the samples eroded at 45° showed a mass loss 2.7 times greater than the eroded condition at 90°, indicating that, due to the condition of slurry contact with the surface of the samples, erosive and abrasive mechanisms acted synergistically favoring wear at 45°. On the other hand, samples eroded at 30° and 60° showed similar and intermediate mass losses. In general, for the samples eroded at a normal angle (90°) the mechanisms of wear due to plastic deformation of the matrix and carbide fracture were observed, while for smaller angles, the mechanisms of micro cutting and micro grooving were more evident.

Fabrication of slippery liquid-infused porous surfaces on magnesium alloys with durable anti-corrosion and anti-tribocorrosion properties

Interest in slippery liquid-infused porous surfaces (SLIPSs) has grown considerably for anti-icing, anti-corrosion, and wear resistance owing to their unique structure and outstanding performance. In a loss of lubricant condition in service, however, the surface of a material sees its durability become deteriorated. In this work, laser processing and hydrothermal treatment were developed to fabricate a slippery liquid-infused porous surface (SLIPS) with durable anti-corrosion and anti-tribocorrosion properties on the surface of magnesium alloy. Experimental results of wettability test, electrochemical test, and immersion test revealed that SLIPS exhibited outstanding anti-corrosion and durability. More importantly, the open circuit potential (OCP) fluctuated slightly and a lower friction coefficient for SLIPS was detected in the tribo-electrochemical test, which indicates that the micro-nano-scale composite structure on SLIPS can effectively lock the lubricant oil and provide sufficient lubrication for the friction pairs.

Forced Wetting Properties of Bacteria-Laden Droplets Experiencing Initial Evaporation.

Microbial adhesion and spreading on surfaces are crucial aspects in environmental and industrial settings being also the early stage of complex surface-attached microbial communities known as biofilms. In this work, Pseudomonas fluorescens-laden droplets on hydrophilic substrates (glass coupons) are allowed to partially evaporate before running wetting measurements, to study the effect of evaporation on their interfacial behavior during spillover or splashing. Forced wetting is investigated by imposing controlled centrifugal forces, using a novel rotatory device (Kerberos). At a defined evaporation time, results for the critical tangential force required for the inception of sliding are presented. Microbe-laden droplets exhibit different wetting/spreading properties as a function of the imposed evaporation times. It is found that evaporation is slowed down in bacterial droplets with respect to nutrient medium ones. After sufficient drying times, bacteria accumulate at droplet edges, affecting the droplet shape and thus depinning during forced wetting tests. Droplet rear part does not pin during the rotation test, while only the front part advances and spreads along the force direction. Quantitative results obtained from the well-known Furmidge's equation reveal that force for sliding inception increases as evaporation time increases. This study can be of support for control of biofilm contamination and removal and possible design of antimicrobial/antibiofouling surfaces.

Wetting and Interfacial Chemistry of New Pb-Free Sn-Zn-Ag-Al-Li (SZAAL) Solder with Cu, Ni, and Al Substrates

This paper presents the results of the Ni substrate wetted with the liquid Sn-Zn eutectic alloy with the addition of Ag, Al, and Li (84.3 at.% Sn, 13.7 at.% Zn, 1 at.% Ag, 0.5 at.% Al, and 0.5 at.% Li-SZAAL). The wetting tests were performed using two methods: the wetting balance tests (WBT) and the sessile drop (SD) method at 250 °C, in the presence of an ALU33® flux. The wetting times were 5, 20, 60, 180, and 1800 s. Next, the microstructure of selected solidified solder joints was investigated using scanning electron microscope. The Ni-Zn system's intermetallic phases (IMCs) were identified at the solder–Ni substrate interface. The kinetics of the formation and growth of the IMC layer was determined. Interfacial tension and contact angle (CA) values were calculated from WBT measurements in the presence of the ALU33® flux. Interfacial tension was compared to surface tension from the maximum bubble pressure and CA values to those obtained using the SD method. The value of the contact angle of SZAAL on Cu (39°) substrate is lower than on Ni (43°). For the comparison, also the interaction between SZAAL and Cu substrate was measured. After 1800 s, the IMCs thickness is significantly reduced for Ni pad than for Cu substrate. The study found that the addition of Al, Ag, and Li improved the tensile strength and wettability of Sn-Zn eutectic-based alloys.

STONE ANALYSIS- A 5 YEARS REVIEW

Kidney stones are solid masses that are formed when there are high levels of calcium, oxalate, cystine, or phosphate and too little liquid. There are different types of kidney stones. Calcium oxalate stones are the most common type of kidney stone. Nowadays it is thought that kidney stones are a systemic disorder. The stone composition can differ from a distinct single crystal to a compound mixture of many dissimilar crystals. The epidemiology of kidney stones is evolving. The gender gap has narrowed, and diet, obesity, and environmental factors have been implicated. Understanding of the epidemiology is required to comprehend the degree to which modiable etiological factors are responsible for stone formation and to undertake measures for preventing recurrence. Many methods for stone analysis are available, including dry and wet chemical spot tests, X-ray powder diffraction, Fourier transform infrared (FT-IR) spectroscopy and Raman spectroscopy. The Guidelines on Urolithiasis of the European Association of Urology recommend infrared spectroscopy or X-ray diffraction for kidney stone analysis and consider wet chemical tests as outdated. Have shared our experience with FITR for kidney stones analysis in this article.

Effect of secondary vulcanization process on hydrophobic properties of fluororubber

AbstractIn order to study the influence of two‐stage vulcanization process on the hydrophobic characteristics of FKM, superhydrophobic surfaces were prepared based on template method (1000 mesh screen, 1600 mesh screen and 2000 mesh screen), and six kinds of FKM with micro‐rough surface were prepared by one‐stage vulcanization and two‐stage vulcanization process, respectively. At first, the influence of two‐stage vulcanization process on the physical and chemical properties of FKM was illustrated by characterizing the two‐dimensional convex structure, three‐dimensional roughness and chemical functional groups of FKM. Then, mechanical tests and wettability tests were carried out on different FKM prepared by primary vulcanization and secondary vulcanization. The results show that the hydrophobicity of FKM prepared by secondary vulcanization is improved compared with FKM prepared by primary vulcanization, and the contact angle of FKM prepared by secondary vulcanization can reach above 165°. The secondary vulcanization process enhances the hydrophobicity of FKM mainly by increasing the longitudinal size of the convex structure on the surface of FKM, homogenizing the sizes of the convex structure and pits on the surface of FKM, and increasing the roughness of FKM surface. In addition, in the process of secondary vulcanization, the chain reaction of FKM matrix occurred. In the matrix, the hydrophilic group OH disappears, and the polar hydrophilic group becomes nonpolar hydrophobic group.

Biodegradable Wet Wipes from Palm Fiber Combined with Extract from Palm Leaves as Antibacterical Agent

Palm fibers waste as the side-product from palm oil process can potentially be used as raw material for making green (biodegradable) wet wipes. It is proven that palm fiber contains cellulose by 87,3% of the results of cellulose analysis. Palm leaves are considered sufficiently as antibacterical agent due to containing the high-concentration polyphenol. This research aims to comprehend to process making wet wipes from palm fiber, then be combined with palm leaves extract as antibacterical agent. Pulp, made from palm fiber, is separated to two parts, with-bleaching sample and unbleaching sample. bleaching sample needs three times bleaching with 120 mL H<sub>2</sub>O<sub>2 </sub>with a constan temperature of 70<sup>o</sup>C. The results of tissues with bleaching are stronger because the lignin content is reduced so that it is easy to bond with each other. The best bleaching tissue samples were obtained from the 7<sup>th </sup>experiment with a composition of 60 g palm fiber, 1,5 g tapioca, 1 g of PVA, 3 g chitosan, 10 mL of VCO. The characteristics of this bleaching tissue are bound cellulose, flexible textured paper, smooth texture, stronger when exposed to water, can absorb ethanol. This biodegradables wet wipes pH test obtained 2 results, namely with pH paper and Ph meters of 7 and 7,29, respectively. Biodegradable wet wipes irritation test conducted on 4 volunteers showed no signs of irritation. <br /><p align="left"><strong>Keywords:</strong></p><p align="left">Palm Fiber, Wet Wipes, Biodegradable, Antibacterical, Palm leaves, Ethanol.</p>

A potential NMR-based wettability index using free induction decay for rocks

The wettability of reservoir rocks saturated with oil and water is one of the most important factors influencing petrophysics and oil recovery. Minerals with different wettability constitute the overall heterogeneous wettability in rocks. Variations in sample composition can be detected by nuclear magnetic resonance (NMR) measurements. In this paper, the method of using the magnetic susceptibility contrast between rock skeleton and saturated fluid to estimate wettability is proposed. The theoretical feasibility was firstly analyzed, and then the internal gradients caused by magnetic susceptibility contrasts were employed to interpret wettability alteration before and after ageing process in rocks. It was discovered that water and oil in the same pores experienced different internal gradients after ageing, which were associated with the differences in magnetic susceptibility contrasts. After that, the free induction decay measurement was performed to acquire magnetic susceptibility contrasts of artificial sandstone samples with the intermediate-wet condition. A refined NMR wettability index was presented and correlated with the Amott wettability tests. The experimental results demonstrate that the new method for determining wettability is feasible.

Chloride ion transport and service life prediction of aeolian sand concrete under dry–wet cycles

Abstract In this study, the dry–wet cycle test of chloride salt was carried out on aeolian sand concrete with different contents, and the chloride ion content in aeolian sand concrete was determined by taking powder from different depths on one side of the test block. And then combined with Monte Carlo stochastic statistical simulation and Weibull probability distribution function, the service life prediction model of aeolian sand concrete against chloride ion erosion is established. The results show that the free chloride ion content in aeolian sand concrete decreases with the increase in the depth from the surface of the specimen. At the same depth from the surface of the specimen, the free chloride ion content gradually increases with the increase in the number of dry–wet cycles. Through the analysis of life prediction, it is concluded that with the increase in aeolian sand content, the service life of aeolian sand concrete increases first and then decreases. The service life value of concrete with 75% aeolian sand content is the largest, and the greater the thickness of the protective layer, the more favorable the service life value.