Cycling Test Research Articles

Tailoring the Lithium Deposition on Cu Substrate by a Functionalized‐polysiloxane Layer

Owing to the high theoretical capacity of 3860 mAh·g‐1 and low redox potential, lithium metal is the best candidate for the development of next generation high‐energy density lithium‐ion batteries. However, notorious lithium dendrites growth and the poor compatibility of liquid electrolyte hinder the commercialization of lithium metal batteries. In this work, an anode‐less system was used to understand the change in lithium deposition on Cu current collector after the additional functionalized‐polysiloxane (PE) layer. The PE structure consists of lithiophobic and lithiophilic side chains which facilitate the uniform lithium deposition on Cu substrate. This evidence was collected by scanning electron microscopy (SEM) after the cycling test of half‐cell configuration and the lithium deposition with different current densities. The reversibility was improved by 5% compared with the bare Cu. In addition, the potential polarization was lowered after the addition of PE layer on bare Cu. Thus, the higher cycle stability (40%) and more stable coulombic efficiency are observed on the PE@Cu||NCM83 cell compared with the bare‐Cu||NCM83 during the cycle test.

Properties at Corrosion Sites Formed on Pure Iron during Wet-dry Cycling Test and on Steel during Exposure Test

Properties at Corrosion Sites Formed on Pure Iron during Wet-dry Cycling Test and on Steel during Exposure Test

Fatiguing high-intensity intermittent exercise depresses maximal Na+-K+-ATPase activity in human skeletal muscle assessed using a novel NADH-coupled assay.

The Na+-K+-ATPase is a critical regulator of ion homeostasis during contraction, buffering interstitial K+ accumulation, which is linked to muscle fatigue during intense exercise. Within this context, we adopted a recently reported methodology to examine exercise-induced alterations in maximal Na+-K+-ATPase activity. Eighteen trained healthy young males completed a repeated high-intensity cycling protocol consisting of three periods (EX1-EX3) of intermittent exercise. Each period comprised 10 × 45-s cycling at ~ 105% Wmax and a repeated sprint test. Muscle biopsies were sampled at baseline and after EX3 for determination of maximal in vitro Na+-K+-ATPase activity. Blood was drawn after each period and in association with a 2-min cycling test at a standardized high intensity (~ 90% Wmax) performed before and after the session to assess plasma K+ accumulation. Further, a 5-h recovery period with the ingestion of carbohydrate or placebo supplementation was implemented to explore potential effects of carbohydrate availability before sampling a final biopsy and repeating all tests. A ~ 12% reduction in maximal Na+-K+-ATPase activity was demonstrated following EX3 compared to baseline (25.2 ± 3.9 vs. 22.4 ± 4.8μmol·min-1·g-1 protein, P = 0.039), which was sustained at the recovery time point (~ 15% decrease compared to baseline to 21.6 ± 5.9μmol·min-1·g-1 protein, P = 0.008). No significant effect of carbohydrate supplementation was observed on maximal Na+-K+-ATPase activity after recovery (P = 0.078). In conclusion, we demonstrate an exercise-induced depression of maximal Na+-K+-ATPase activity following high-intensity intermittent exercise, which was sustained during a 5-h recovery period and unrelated to carbohydrate availability under the present experimental conditions. This was shown using a novel NADH coupled assay and confirms previous findings using other methodological approaches.

Research on the Geosynthetic-Encased Gravel Pile Composite Highway Foundation in Low-Temperature Stable Permafrost Regions

In low-temperature stable permafrost regions, both active and passive cooling measures are commonly employed to ensure the long-term stability of highway structures. However, despite adopting these measures, various types of structural issues caused by permafrost degradation remain prevalent in high-grade highways. This indicates that in addition to preventing permafrost melting, structural reinforcement of the foundation is still necessary. Based on the analysis of the long-term foundation temperature field and settlement using the finite element method, which was validated through an indoor top-down freeze–thaw cycle test, this paper explores, for the first time, the feasibility of applying geosynthetic-encased gravel pile composite highway foundations—previously commonly used for permafrost destruction—in low-temperature stable permafrost areas where permafrost protection is the primary principle. By analyzing the long-term temperature field, settlement behavior, and pile–soil stress ratios of permafrost foundations influenced by both the highway structure and composite foundation, it was found that when the pile diameter is 0.5 m, pile spacing is 2 m, and pile length is 11 m, the mean monthly ground temperature of the permafrost foundation will not be significantly affected. Therefore, the properly designed geosynthetic-encased gravel pile composite highway foundation can be adopted in low-temperature stable permafrost regions where permafrost protection, rather than destruction, is required.

Health-aware battery fast charging technique with zonal battery model using pulsed amplitude-width modulation and multi-step constant current constant voltage

ABSTRACT This article presents an innovative method for rapidly charging batteries while considering health factors. The strategy utilizes a closed-loop control approach based on a mathematical model. Initially, an intricate thermo-electric aging cell model (TEACM) was constructed based on electrochemical aging study. The model’s parameters are continuously updated in real-time by pulling data from the battery pack while it is being charged. The TEACM algorithm analyzes the parameter values and calculates different battery statuses. These estimations are then used to improve the charging process. The charge optimization phase optimizes the precharging and boosts charging processes individually. Several pulse precharging approaches have been analyzed, and by calculating the diffusion coefficient, the most effective precharging method has been identified. The use of multistage constant current technique is utilized to optimize the battery charging process. The optimization is accomplished by implementing the non-linear model predictive controller. Ultimately, the two refined charging methods are combined and sent to the charger. The hypothesis was validated using a cell cycling test bench. The acquired findings were compared with other recognized benchmark charging techniques, demonstrating that the suggested approach charges the cell in half the time compared to the 1C-CCCV charging methodology while also increasing the cycle life by 6.67%.

Entropic Design of Anionic Site to Improve Anionic Redox Stability in Lithium-Rich Cathode.

Cobalt-free manganese-rich layered oxide is considered one of the most promising cathode materials for next-generation lithium-ion batteries due to its high capacity and low cost. However, irreversible anionic redox (OAR) leads to serious failure problems and hinders its wide application. To solve the above problems, the entropy design strategy of anionic sites is proposed, which is more direct and relevant to the regulation of the OAR process compared to the traditional entropy design of TM sites. The entropic design improves the structural diversity and long-range disorder of the material, which effectively inhibits oxygen release and drastic structural strain, and alleviates structural degradation. After 400 cycles at 1C, the capacity and voltage decay per cycle are only 0.092 mAhg-1 and 1.36mV, respectively. The long cycle test (10C and 1000 cycles) at high current shows that the voltage and capacity decay are only 0.04 mAhg-1 and 0.66mV per cycle, respectively. Meanwhile, the rate performance at 10C reaches 175 mAhg-1. The charge compensation regulation and performance enhancement mechanism are investigated by systematic in-situ/ex-situ characterization and theoretical calculation. This research provides new ideas for the design of lithium-rich cathodes with stable OAR and high structural adaptability.

Self‐Assembled Composite Cathodes with TEC Gradient for Proton‐Conducting Solid Oxide Fuel Cells

AbstractOne of the key challenges for high‐performance proton‐conducting solid oxide fuel cells (H‐SOFCs) is the mismatch in thermal expansion coefficients (TEC) between the cathode and electrolyte. While incorporating negative thermal expansion (NTE) materials can mitigate this issue, mechanical mixing often weakens cathode strength. To address this, a TEC gradient cathode is proposed and successfully implemented by co‐sintering PrBa(Co0.7Fe0.3)2O5‐δ(PBCF) with Y2W3O12 (YWO) in this work. In this work, Ba atoms at the A‐site of PBCF migrated from the lattice, generating A‐site defects. The resulting BaWO4 and Y10W8O21 phases, which have low TEC, are uniformly distributed between PBCF and YWO, forming a TEC gradient composite cathode. In addition, the transition phase captures the A‐site element Ba in the electrolyte layer, optimizing the electrolyte‐cathode interface. The composite cathode exhibits a reduced TEC, closely matching that of the electrolyte, significantly enhancing interface bonding, thereby providing a lower ohmic resistance of 0.051 Ω cm2 and a higher power density of 1.88 W cm−2 at 700 °C. Remarkably, thermal cycling tests conducted under temperature switching conditions demonstrate the composite cathode's long‐term thermal and chemical stability.

Experimental study on flexural fatigue resistance of fiber-reinforced sustainable walnut shell ash mortar

In recent research on building materials, researchers have increasingly focused on replacing cement with agricultural waste. This approach offers significant advantages in terms of reducing global CO2 emissions and promoting the sustainability of building materials. In this paper, the use of the agricultural waste walnut shell ash (WSA) to partially replace cement in sustainable green mortars is explored. Specifically, equal amounts of WSA (5%, 10% and 15%) were used to replace cement. To offset the reduction in strength caused by the partial replacement of cement with WSA, basalt fibers were added to the mortar mixture. The effect of these fibers on the mechanical properties of the WSA-reinforced mortar was examined in compression tests, split tensile tests, and flexural fatigue cycle tests. In the flexural fatigue tests, the parameter and length of basalt fibers were varied and different stress levels (0.85, 0.8 and 0.75) were applied. The fatigue equations were developed using the Weibull model and p–s–n curves with a survival probability of 0.5 were derived. The results showed that the compressive strength and split tensile strength of the specimens increased with the addition of basalt fibers, with maximum values of 34.7 MPa and 3.8 MPa, respectively, and maximum increases of 8.78% and 21.95%, respectively. In addition, the average fatigue life of WSA mortar was 247,541 cycles, which increased by 139.26% when the stress level was 0.75, fiber length was 9 mm, and dosage was 0.3%. The linear regression fitting showed good correlation and provided valuable insights for practical engineering applications.

A High-Performance Polyimide Composite Membrane with Flexible Polyphosphazene Derivatives for Vanadium Redox Flow Battery.

A sulfonated polyimide, S-F-abSPI, with alkyl sulfonic acid side chains, and a polyphosphonitrile derivative, poly[4-methoxyphenoxy (4-fluorophenoxy) phosphazene] (PFMPP), were designed and synthesized. Composite modification of the S-F-abSPI membrane was carried out using PFMPP, resulting in the preparation of composite membranes with different composite ratios, which were then subjected to performance testing and characterization. Experimental results revealed a significant enhancement in the proton conductivity of the S-F-abSPI membrane, reaching 0.116 S cm-1, slightly higher than that of the N212 membrane. The S-F-abSPI/1% PFMPP composite membrane exhibited the optimal comprehensive performance, with a surface resistance as low as 0.54 Ω cm2, comparable to that of the N212 membrane. At a high current density of 200 mA cm-2 during charge-discharge, the composite membrane achieved a voltage efficiency (VE) of 83.12% and an energy efficiency (EE) of 81.95%. Cycling tests over 200 cycles demonstrated the composite membrane's excellent long-term cycling stability. The alkyl sulfonic acid side chains enhanced the proton conductivity of the membrane, while electrostatic potential distribution calculations indicated strong interactions between PFMPP and the base membrane, enhancing the membrane's mechanical strength, reducing vanadium ion permeability, and improving chemical stability and vanadium ion selectivity. This composite membrane holds promise for high-performance VRFB applications.

Effect of Ag, Sn, and SiCN Surface Coating Layers on the Reliability of Nanotwinned Cu Redistribution Lines Under Temperature Cycling Tests

Nanotwinned Cu (NT-Cu) is a promising candidate for Cu redistribution lines (RDLs). However, oxidation in NT-Cu lines is of concern because it increases electrical resistance and endangers the reliabilities of semiconductor devices such as temperature cycling tests (TCTs). In order to enhance the reliabilities, the passivation of NT-Cu lines is needed. In this study, immersion Ag/Sn and plasma-enhanced chemical vapor deposition (PECVD) SiCN were used to passivate the surfaces of NT-Cu RDLs at low operating temperatures (60 °C for immersion and 150 °C for PECVD). We found that Ag- and SiCN-capped NT-Cu lines showed negligible changes in microstructures and resistance after TCTs. As for Sn-coated NT-Cu lines, the resistance remained stable after 250 cycles of TCTs, with low oxygen signals detected. These three coating layers can block oxygen and moisture, effectively preventing oxidation and maintaining the resistance of NT-Cu RDLs during the TCT. The findings demonstrate the effectiveness of Ag, Sn, and SiCN coatings in enhancing reliability, providing options for passivation layers of NT-Cu RDLs.

Pulmonary gas exchange in relation to exercise pulmonary hypertension in patients with heart failure with preserved ejection fraction.

Exercise pulmonary hypertension (ePH), defined as a mean pulmonary artery pressure (mPAP)/cardiac output (Qc) slope >3 WU during exercise, is common in patients with heart failure with preserved ejection fraction (HFpEF). However, the pulmonary gas exchange-related effects of an exaggerated ePH (EePH) response are not well-defined, especially in relation to dyspnea on exertion (DOE) and exercise intolerance. 48 HFpEF patients underwent invasive (pulmonary and radial artery catheters) constant-load (20W) and maximal incremental cycle testing. Hemodynamic measurements (mPAP and Qc), arterial blood and expired gases, and ratings of breathlessness (RPB, Borg 0-10) were obtained. The mPAP/Qc slope was calculated from rest-to-20W. Those with a mPAP/Qc slope >4.2 (median) were classified as HFpEF+EePH (n=24) and those with a mPAP/Qc slope <4.2 were classified as HFpEF (without EePH) (n=24). The A-aDO2, VD/VT (Bohr equation), and the VE/VCO2 slope (from rest-to-20W) were calculated. PaO2 was lower (p=0.03), and VD/VT was higher (p=0.03) at peak exercise in HFpEF+EePH compared with HFpEF. A-aDO2 was similar at peak exercise between groups (p=0.14); however, HFpEF+EePH achieved the peak A-aDO2 at a lower peak work rate (p<0.01). The VE/VCO2 slope was higher in HFpEF+EePH compared with HFpEF (p=0.01). RPB was ≥1-unit higher at 20W and VO2peak was lower (p<0.01) in HFpEF+EePH compared with HFpEF. These data suggest that EePH contributes to pulmonary gas exchange impairments during exercise by causing a V/Q mismatch that provokes both ventilatory inefficiency and hypoxemia, both of which seem to contribute to DOE and exercise intolerance in patients with HFpEF.

Study on the Development Rule of Mudstone Cracks in Open-Pit Mine Dumps Improved with Xanthan Gum

The stability of open-pit mine slopes is crucial for safety, especially for spoil dump slopes, which are prone to cracks leading to landslides. This study investigates the use of xanthan gum (XG) to enhance the stability of mudstone in spoil dumps. Various concentrations of xanthan gum were mixed with mudstone and subjected to dry–wet cycle tests to assess the impact on crack development. Pore and crack analysis system (PCAS) was utilized for image recognition and crack analysis, comparing the efficiency of crack rate and length modification. The study found that xanthan gum addition significantly improved mudstone’s resistance to crack development post-drying shrinkage. A 2% xanthan gum content reduced the mudstone crack rate by 45% on average, while 1.5% xanthan gum reduced crack length by 46.2% and crack width by 26.3%. Xanthan gum also influenced the fractal dimension and water retention of mudstone cracks. The optimal xanthan gum content for mudstone modification was identified as between 1.5% and 2%. Scanning electron microscopy imaging and X-ray diffraction tests supported the findings, indicating that xanthan gum modifies mudstone by encapsulation and penetration in wet conditions and matrix concentration and connection in dry conditions. These results are expected to aid in the development of crack prevention methods and engineering applications for open-pit mine spoil dump slopes.

Cu-UiO-66 Catalyzed Synthesis of Imines via Acceptorless Dehydrogenative Coupling of Alcohols and Amines.

Herein, the Cu-UiO-66 catalyst was developed for acceptorless dehydrogenative coupling (ADC) between alcohols and amines to produce imines. The Cu-UiO-66 catalyst was synthesized by installing Cu2+ onto Zr-oxo clusters in UiO-66, and the catalyst efficiently catalyzes the ADC reaction under mild and environmentally friendly conditions with excellent selectivity. Mechanistic studies reveal that the O2·- radicals and porosity of formed in Cu-UiO-66 participate cooperatively during the catalytic cycle. Meanwhile, the only by-product of the system is environmentally benign water. Cycling tests and hot filtration tests showed that the Cu-UiO-66 catalyst exhibited excellent stability and catalytic activity during the reaction. Importantly, the Cu-UiO-66 catalyst might provide a promising strategy for the ADC reaction between alcohols and amines to produce imines.

Dual surface-bulk aluminum modification in a-Al2O3@Na3VAl(PO4)3 sodium-ion batteries cathode to boost high voltage utilization and electrolyte protection

Amorphous alumina (a-Al2O3)-coated Na3VAl(PO4)3 samples are prepared by a low-cost, easily scalable, and environmentally friendly sol-gel process. X-ray diffraction reveals no significant structural changes after deposition. The presence of the amorphous carbon conductive and a-Al2O3 phases will be respectively confirmed in the light of Raman and NMR spectroscopies. Electron microscopy evidences the presence of alumina particles deposited on the substrate. Ex-situ XRD shows the reversible structural changes while sodium is inserted. Ex-situ XPS reveals the effective participation of V5+/V4+/V3+ species during the electrochemical reaction, while the formation of aluminum oxyfluorides justifies the efficient HF removal that prevents electrode degradation.Electrochemical tests will validate this proposal. Thus, rate capability essays indicate that 1–3 % a-Al2O3 coating enhances capacity at high rates, with coated samples exhibiting a fast sodium migration and lower cell resistance at both the beginning and conclusion of cycling tests. It is supported by evaluating the kinetic response showing their high capacitive contributions and diffusion coefficients, especially in the 2 % a-Al2O3 coated sample. Eventually, these findings are corroborated by the good capacity retention of the 2 % coated sample during prolonged cycling at both room and low temperatures.

Electrospun Sulfonated Poly(ether ether ketone) and Chitosan/Poly(vinyl alcohol) Bifunctional Nanofibers to Accelerate Proton Conduction at Subzero Temperature.

Multilayered microstructures can accelerate the proton conduction process in proton exchange membranes (PEMs). Herein, we design and construct PEMs with microstructures based on bifunctional nanofibers and sulfonated poly(ether ether ketone) (SPEEK) nanofibers. Specifically, the bifunctional nanofibers composed of poly(vinyl alcohol) and chitosan are prepared and then combined with the electrospun SPEEK nanofibers. The stable microstructure is derived from the compatible interfacial property of nanofibers and the formed hydrogen bonds. The multilayered microstructure consisting of nanofibers accelerates the proton conduction even at subzero temperature because of regulating the proton conduction pathways. Specifically, the (SKNF/CPNF/SKNF)/PA membrane exhibits the proton conductivities of (0.951 ± 0.138) × 10-2 S/cm at -30 °C and (7.32 ± 0.37) × 10-2 S/cm at 160 °C. Additionally, the fine proton conductivity stability is demonstrated by the proton conductivity in the long-term test and the cooling/heating cycle test, such as 1.67 × 10-2 S/cm at -30 °C (after 1000 h), 4.52 × 10-2 S/cm at 30 °C (after 810 h), 1.12 × 10-2 S/cm at -30 °C, and 1.01 × 10-1 S/cm at 30 °C in the cooling/heating process (5 cycles). The single fuel cell possesses an open-circuit voltage of 0.886 V and a peak power density of 0.508 W/cm2 at 130 °C.

Synthesis of Sodium Carbonate Based Solid Adsorbents and Their CO2 Adsorption Performance

AbstractPorous carbon is considered a promising adsorbent for carbon capture and sequestration, and pore structure and surface activity must be optimized in order to achieve high capture capacity and recycling performance. In this study, terephthalic acid and sodium hydroxide were used as raw materials to prepare sodium carbonate based porous carbon and metal oxide composites at TPA:NaOH:X(X = MgO, CaO, MgO/CaO, Mg(NO3)2,C, and Al2O3) = 1:1:2 and 600 °C. The analysis results show that the material MgO/Na2CO3 has the best CO2 adsorption capacity, and the adsorption capacity is 10.56cm3/g at 0 °C and 1 bar. The material Al2O3/Na2CO3 has the best thermal stability, and the MgO/Na2CO3 shows good recycling performance in the five cycle test. The high‐temperature calcination process makes the mesoporous structure of the material form, which makes the carbon composites show good capture performance, and sodium carbonate based solid adsorbents have good development and application prospects as CO2 capture and separation materials.

A general molten salt method to conduct doping engineering for high-performance LiMn2O4 cathode

The doping strategy is considered as an effective method to enhance the electrochemical performances of LiMn2O4 (LMO). There is little report on the simultaneous preparation and doping of LMO by molten salt method. Herein, a ternary molten salt of KCl@LiCl@MCl2 (M = Ni, Cu, and Co) is proposed to convert commercial MnO2 to M-doped LMO, the successful preparation is proved by various characterizations. More importantly, the doping engineering enhances the charge transfer and storage of LMO, and ex-situ XRD and XPS prove the improved structure stability of LMO in the cycling test. Therefore, Ni-doped LMO offers a high reversible capacity of 108.6 mA h g−1 at 0.05 A g−1 and a long cyclic life with 87.4 mA h g−1 after 800 cycles at 0.2 A g−1. This work offers a new idea for implementing doping strategy.

Behavior of Leadless atrioventricular synchronous pacing during exercise.

The leadless Micra AV pacemaker is designed to provide atrio-ventricular (AV) synchronous tracking by detecting the atrial contraction. Detection of the mechanical atrial signals can become challenging at fast sinus rate. The purpose of the study was to evaluate the AV synchronous performance at exercise in outpatients implanted with a Micra AV pacemaker. Patients were enrolled at least 1-month after a Micra AV implant and underwent a cycle test protocol. Serial device interrogations (each minute) and continuous electrocardiogram were collected to measure AV synchrony and determine maximum achieved sinus and ventricular rate for each patient. Additionally, the A1, A2, A3 and A4 accelerometer signal amplitudes were measured at start and peak of exercise. Thirty-five patients (mean age: 75.6 ± 13.4 years, 80% male) were enrolled in the study; 22 (64%) were predominantly ventricular paced (>90%) during exercise. The average AV synchrony was 90.4% in the entire cohort and 84.7% in patients with high degree AV block. The mean amplitude of the accelerometer signals increased significantly from start to peak of exercise: A1 (4.1 to 6.3 m/s2), A2 (2.4 to 3.8 m/s2) and A4 (4.5 to 7.6 m/s2) (all, p<0.01). The time from the VP-A2 decreased 25 ms for each 100 ms of R-R interval decrease. Maintaining AV synchrony during maximal exercise in elderly patients is achievable by adequate detection of atrial contraction at high sinus rates by the leadless Micra AV pacemaker. All components of the accelerometer signal increased, likely due to increased contractility related to exercise.

Prediction model for equivalent exposure time in indoor dry-wet cycling tests for concrete in marine tidal zones

Chloride ion erosion poses a major threat to the durability of concrete structures in coastal environments, particularly in tidal zones with periodic seawater exposure. This study developed a predictive model based on Fick's second law, utilizing data from over 20 coastal structures across six countries. The model, grounded in the principle of equivalent free chloride ion concentration at a certain depth after a given exposure time, estimates the number of dry-wet cycles required in accelerated laboratory testing to simulate real-world conditions. It has been validated using data from actual marine structures. Key environmental factors such as temperature and humidity, along with regional climate differences, are incorporated to predict the relative deterioration rates of concrete in various marine environments. Additionally, an accelerated indoor dry-wet cycle test was designed based on the theory of environmental similarity, tracking the performance evolution of concrete. The model was verified through experiments, showing that 30 indoor dry-wet cycles correspond to 79 years of exposure in a coastal environment. The physical property changes observed in the accelerated tests further confirmed the model’s reliability and accuracy. This research provides critical insights into the impact of environmental factors on concrete degradation and offers a scientific basis for the application of accelerated laboratory testing.

Experimental Study on the Mechanical Properties of C30 Molybdenum Tailings Concrete after High-Temperature and Sulfate Corrosion

In order to study the durability of molybdenum tailings concrete after a specific period of wet-dry cycle tests and exposure to high temperatures, this paper investigates the rule of change of the mechanical properties of molybdenum tailings concrete under the coupled influence of sulfate corrosion and high-temperature environmental conditions. A total of five C30 concrete prisms with molybdenum tailings content (0%, 25%, 50%, 75%, and 100%) were considered in the tests, with sulfate solution concentrations of 0 g/L, 20 g/L, and 50 g/L, and exposure temperatures of 25° at room temperature and 400° at high temperature, respectively. The test results showed that the mass loss rate of concrete prisms with different molybdenum tailings substitution rates under sulfate corrosion and high temperature environment showed an increasing and then decreasing trend. The specimens with 25% molybdenum tailings content still maintain high mechanical properties after wet-dry cycle tests of sulfate solution and high temperature, and the reduction of peak stress in this group is only 11%, and the reduction of elastic modulus is 1%; the rest of the molybdenum tailings content has a reduction of peak stress of about 25%, and the reduction of modulus of elasticity is more than 10%. The plastic deformation capacity of molybdenum tailings concrete decreases under the single-factor effects of wet-dry cycle tests of sulfate solution and high temperature effects, but the plastic deformability capacity of the specimens is enhanced under the combined effects of multiple factors. The stress-strain curve formulas for molybdenum tailings concrete under high temperature, wet-dry cycle tests of sulfate solution, and coupled wet-dry cycle tests of sulfate solution and high temperature were fitted. The results of this study can provide experimental data and valuable references for the engineering application of molybdenum tailings concrete under wet-dry cycle tests of sulfate solution and high temperature conditions, laying a foundation for further research.