International Journal of Pressure Vessels and Piping最新文献

{"title":"Axial compression performance and finite element analysis of coal gangue ceramsite LAC filled PVC tube-steel wire mesh composite columns","authors":"Keling Wang ,&nbsp;Jiawang Zhang ,&nbsp;Leiyang Pan ,&nbsp;Hongbo Guan","doi":"10.1016/j.ijpvp.2025.105500","DOIUrl":"10.1016/j.ijpvp.2025.105500","url":null,"abstract":"<div><div>In the present study, a novel composite column was introduced, which integrates polyvinyl chloride tube and steel wire mesh to confine coal gangue ceramsite concrete (PSCC), aiming to provide a more economical and efficient technical approach for practical engineering applications. The effects of different steel wire mesh layers and concrete strength grades on the axial compressive performance of PSCC has been investigated through experiments and finite element analysis. The findings indicated that the combination of polyvinyl chloride tube and steel wire mesh substantially enhanced the compressive strength and ductility of the concrete columns. Specifically, the peak stress and peak strain of C35 grade concrete confined by 3 layers of steel wire mesh were increased by 177 % and 307 %, respectively. Additionally, the C45 grade concrete confined by 3 layers of steel wire mesh exhibited relatively low rigidity degradation. The finite element analysis confirmed that the developed model accurately simulates the mechanical behavior of PSCC under axial compression. The accuracy of stability coefficient calculation formulas from existing literature and major specifications was evaluated, with the formula proposed in AISC 360-16 showing good agreement with the experimental data from this study. Ultimately, a bearing capacity calculation model was proposed based on experimental and finite element results, with an error margin of less than 5 %.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105500"},"PeriodicalIF":3.0,"publicationDate":"2025-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143600933","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Corrosion failure of subsea pipelines and identification model for internal corrosion risk zones","authors":"Guoxi He ,&nbsp;Zhao Yang ,&nbsp;Yuhui Pan ,&nbsp;Liying Sun ,&nbsp;Xuechuang Zhao ,&nbsp;Jing Tian ,&nbsp;Kexi Liao","doi":"10.1016/j.ijpvp.2025.105498","DOIUrl":"10.1016/j.ijpvp.2025.105498","url":null,"abstract":"<div><div>There are abundant oil and gas resources in the ocean, and its average reserves are far more than those on the land. However, it is difficult to detect the internal parts of submarine pipelines, with high investment capital and high risk. After detecting the internal parts of 4 submarine pipelines in Block A4 of L gas field, it was found that G2 pipeline had the largest corrosion defect depth, which accounted for 36 % of the pipe wall thickness. This study has established a model for identifying the internal corrosion risk areas of pipelines, which takes into account different pipeline inclination angles, flow rates and Cl⁻ concentrations. Through the simulation loop experiment and by means of electrochemistry, the corrosion rates of pipelines with different inclination angles under different temperatures, Cl⁻ concentrations and flow rates are studied. A hydrochemical model of the non-ideal CO₂-solution system was constructed based on the Peng-Robinson (PR) equation and the Pitzer model. Subsequently, coefficients of flow rate and Cl⁻ concentration are incorporated, leading to the establishment of a model for identifying the internal CO₂ corrosion risk regions within submarine pipelines. This model is validated in conjunction with experimental data, achieving an accuracy rate surpassing 80 %. Additionally, by integrating the on-site operational conditions of the pipelines, the regions susceptible to internal corrosion in submarine pipelines are pinpointed, and the high-risk zones and the parts liable to perforation within the A4-G2 pipeline are precisely determined. This research holds significant theoretical and practical implications for safeguarding the safe operation of submarine natural gas transmission pipelines.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105498"},"PeriodicalIF":3.0,"publicationDate":"2025-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143644989","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Fiber spreading analysis of filament-wound pressure vessel considering deflection angle","authors":"Jiapeng Wang ,&nbsp;Zan Liu ,&nbsp;Yuan Hu ,&nbsp;Chao Kang ,&nbsp;Lingfei Xu ,&nbsp;Liping Wang ,&nbsp;Kaining Shi ,&nbsp;Jian Zhang","doi":"10.1016/j.ijpvp.2025.105499","DOIUrl":"10.1016/j.ijpvp.2025.105499","url":null,"abstract":"<div><div>Due to the different geometric features and fiber outlet position, the variation of the fiber bandwidth will occur and even affect the quality of the composite component. Thus, the paper aims to establish a fiber bandwidth evolution model for considering the deflection angle and revealing the parametric effect on the fiber bandwidth. Taking the deflection of fiber bandwidth into account, the fiber spreading model is proposed based on the Wilson theory. Thereby, parametric effects on fiber spreading are discussed, and the sensitivity analysis is investigated to identify the rank level of fiber spreading height, deflection angle, and cross-sectional area. Further, the spreading mode is validated, and the fiber spreading distributions of domes in three geometric shapes are analyzed by considering the winding trajectory. Finally, numerical results indicate that the fiber spreading width positively correlates with the cross-sectional area, deflection angle, and spreading rod height. In addition, the minimum fiber spreading position and the change of fiber spreading width show differences among the three types of liners.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105499"},"PeriodicalIF":3.0,"publicationDate":"2025-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143578560","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Investigation of crack propagation and mechanical field evolution at the tip of a growing crack under variable loading in dissimilar metal welded joints","authors":"Zheng Wang ,&nbsp;He Xue ,&nbsp;Yuzhong Hui ,&nbsp;Rongxin Wang ,&nbsp;Jun Wu ,&nbsp;Yubiao Zhang","doi":"10.1016/j.ijpvp.2025.105496","DOIUrl":"10.1016/j.ijpvp.2025.105496","url":null,"abstract":"<div><div>This study investigates crack propagation paths at different locations in a dissimilar metal welded joint (DMWJ) within a nuclear power plant (NPP) and examines the distribution of mechanical fields at the tip of the growing crack under various loading conditions. First, the microstructure and mechanical properties of the DMWJ are thoroughly analyzed. Next, the field subroutine “USDFLD” is used to establish a correlation between the non-uniformly distributed material mechanical properties and their spatial positions, thus characterizing the mechanical heterogeneity within the welded joint. Building upon this, a crack growth criterion based on the crack tip opening stress (CTOS) is developed using XFEM in conjunction with the UDMGINI subroutine. The influence of mechanical heterogeneity on stress corrosion cracking (SCC) propagation paths are then investigated. Finally, utilizing the identified crack propagation paths, the mechanical fields at the tip of the growing crack are analyzed under different loading conditions. The results indicate significant differences in the microstructure of local regions of the DMWJ, leading to an uneven distribution of local mechanical properties. Chemical composition gradients exist in the interface region, and significant fluctuations in mechanical properties are often observed near the interface. The material on the higher yield strength side has lower plastic constraints and crack resistance, which tends to result in a higher crack tip driving force. SCC cracks usually propagate towards the higher yield strength side, and the higher the yield strength, the longer the crack propagation length. Crack propagation induces the unloading process at the crack tip. As the crack extends, residual stresses or residual plastic strains are released and redistributed at the crack tip. A single tensile overload can relax the stress near the crack tip within a certain distance, reducing the strain rate.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105496"},"PeriodicalIF":3.0,"publicationDate":"2025-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143549475","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"A comprehensive comparison of creep-fatigue life assessment through leading industrial codes","authors":"Younes Belrhiti ,&nbsp;Cory Hamelin ,&nbsp;Pierre Lamagnère ,&nbsp;David Knowles ,&nbsp;Mahmoud Mostafavi","doi":"10.1016/j.ijpvp.2025.105497","DOIUrl":"10.1016/j.ijpvp.2025.105497","url":null,"abstract":"<div><div>Creep-fatigue damage has been recognized as a critical failure mode for high-temperature structures. In fusion power reactors, plasma-facing components endure complex loading conditions, resulting in high thermomechanical stresses. These components, often made from 316L material, joined to ferritic-martensitic steels, face significant challenges due to the interaction of various loads affecting their material properties and structural integrity. This paper compares internationally recognized methods for creep-fatigue assessment: the R5 procedure and the RCC-MRx code.</div><div>The study evaluates the differences and similarities in creep-fatigue assessments between these procedures, providing a global overview and a detailed comparison. The conservatism of both approaches are assessed by comparing the material properties dataset, total strain calculations, and lifetime estimates for 316L at 550 °C. Additionally, the welding assessment approaches of RCC-MRx and R5 are compared and applied to similar metal welds (316L-to-316L). Further, dissimilar Electron Beam Welded metals (316L-to-10CrMo9-10) are prepared, investigated and characterized using creep-fatigue experiments to compare the predicted service life using RCC-MRx.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105497"},"PeriodicalIF":3.0,"publicationDate":"2025-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143631855","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Variation of ductile-brittle transition temperature for Charpy curve provided by hyperbolic tangent function","authors":"Naoki Miura,&nbsp;Tomoki Shinko,&nbsp;Akiyoshi Nomoto","doi":"10.1016/j.ijpvp.2025.105495","DOIUrl":"10.1016/j.ijpvp.2025.105495","url":null,"abstract":"<div><div>The effect of temperature on Charpy V-notch absorbed energy (<em>CVE</em>) is typically represented by a Charpy curve provided by a hyperbolic tangent function. In evaluating the structural integrity of reactor pressure vessel steels, <em>T</em>_41J (the temperature corresponding to <em>CVE</em> = 41 J) serves as an index of CVE ductile-brittle transition temperature. Empirically, there exists variation in <em>CVE</em>, which is perceived as an inherent property variation. This variation introduces uncertainty in estimating <em>T</em>_41J. In this paper, we propose a model to derive the standard deviation of <em>T</em>_41J based on the propagation law of uncertainty, considering the average characteristics of the Charpy curve provided by a hyperbolic tangent function. The validity of the model is substantiated through Monte Carlo analysis. Additionally, we conduct a comprehensive parameter survey to assess the effects of various factors on the standard deviation of <em>T</em>_41J.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105495"},"PeriodicalIF":3.0,"publicationDate":"2025-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143578559","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Fatigue life of elbow pipe for in-plane loading (Part II: carbon steel)","authors":"Masayuki Kamaya","doi":"10.1016/j.ijpvp.2025.105491","DOIUrl":"10.1016/j.ijpvp.2025.105491","url":null,"abstract":"<div><div>It has been pointed out that the fatigue life of elbow pipes made of carbon steel subjected to cyclic in-plane bending was shorter than that predicted for uniaxial cyclic loading. This study aimed to investigate the fatigue life of elbow pipes and to quantify the reduction in fatigue life for component design. The fatigue test was conducted at room temperature using eight elbow specimens made of carbon steel. To suppress the ratcheting strain, only slight internal pressure was applied to detect crack penetration. Uniaxial and plate bending fatigue tests were also conducted using specimens taken from an elbow pipe of the same heat. The equivalent strain range at the crack initiation point, which was the inner surface of the crown, was successfully estimated from the measured strain using finite element analysis results. It was shown that the fatigue life obtained by the elbow test was shorter than that obtained by the axial and plate bending fatigue tests for the same equivalent strain range, and the reduction in fatigue life became more significant as the strain range increased. It was deduced that the ratcheting strain was not a major factor that caused the fatigue life reduction of elbow pipes. Then, the degree of the fatigue life reduction of the elbow specimens was quantified. The ratio of the fatigue life of the elbow specimen to that for uniaxial fatigue loading did not exceed 4 when the fatigue life of the elbow pipe was more than 120 cycles.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105491"},"PeriodicalIF":3.0,"publicationDate":"2025-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143549474","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Study on creep deformation behaviour of various zones of 304HCu SS weld joint using impression creep tests","authors":"Bhavana Unikela,&nbsp;Harish Chandra Dey,&nbsp;Karthik V.,&nbsp;Vasudevan M.","doi":"10.1016/j.ijpvp.2025.105493","DOIUrl":"10.1016/j.ijpvp.2025.105493","url":null,"abstract":"<div><div>The present study investigated the creep behavior of different microstructural zones—base metal (BM), weld metal (WM), and heat-affected zone (HAZ)—in a multi-pass GTAW welded 304HCu stainless steel (SS) tube joint, fabricated using ER304HCu filler wire having higher wt% of Ni and Mn. Impression creep tests were conducted at 873–973 K under stresses ranging from 525 to 730 MPa. The BM and WM exhibited a true stress exponent of ∼5, indicating dislocation climb as the dominant creep mechanism, whereas HAZ showed a stress exponent of ∼3, suggesting dislocation glide as operating creep mechanism. Among the three zones, WM demonstrated superior creep resistance, with the BM exhibiting approximately 17.5 times higher creep velocity than WM at 923 K. The enhanced creep resistance of WM is attributed to its higher nickel content, which influences the activation energy for lattice self-diffusion. HAZ exhibited intermediate creep resistance between BM and WM. Finite element analysis of impression creep in BM revealed that plastic deformation primarily occurs in the early stages of creep.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105493"},"PeriodicalIF":3.0,"publicationDate":"2025-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143611744","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Design method of a novel composite lining under high internal water pressure: An application in the water conveyance tunnel through urban areas","authors":"Jun Tao ,&nbsp;Hongze Zhu ,&nbsp;Kai Su ,&nbsp;Hanhui Wang","doi":"10.1016/j.ijpvp.2025.105492","DOIUrl":"10.1016/j.ijpvp.2025.105492","url":null,"abstract":"<div><div>A novel composite lining has been proposed by setting steel tube, self-compacted concrete (SCC) and composite plastic drainage board (CPDB) inside the segmental lining in a water conveyance tunnel through urban areas. The CPDB between the SCC and the segmental lining affects the performance of the lining. The potential sliding between the steel tube and SCC, as well as between the SCC and segmental lining, has a substantial impact on the structural bearing capacity. Therefore, the finite element model of the composite lining was built based on the concrete damage plasticity model and the Coulomb friction model. The bearing ratio of each layer before and after fracture failure of the SCC were analyzed. It was found that the internal water pressure is mainly shared by surrounding rock. The bearing ratio of the steel tube is significantly lower than expected. Consequently, the design method of the composite lining was proposed based on the <em>d</em>/<em>E</em> of the CPDB (the ratio of the thickness <em>d</em> to its comprehensive elastic modulus <em>E</em>). The design philosophy of the novel composite lining is that the steel tube shares most of the internal water pressure. It can be achieved by controlling the <em>d</em>/<em>E</em> within the range of 12.4–45.1 mm³/N. Also, the crack resistance of the segmental lining and the allowable steel tube stress are satisfied.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105492"},"PeriodicalIF":3.0,"publicationDate":"2025-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143620402","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Automated finite element analysis of burst capacity for corroded pipelines","authors":"Changqing Gong ,&nbsp;Xiantao Xiao ,&nbsp;Dan M. Frangopol ,&nbsp;Rui Zhang ,&nbsp;Shihua Guo","doi":"10.1016/j.ijpvp.2025.105489","DOIUrl":"10.1016/j.ijpvp.2025.105489","url":null,"abstract":"<div><div>Accurate prediction of pipeline burst pressure is critical for ensuring the safe and efficient operation of energy pipelines. Conventional empirical solutions compromise burst pressure prediction accuracy for complex corrosion with irregular profiles or multiple defects, leading to unnecessary repairs. Albeit significantly more accurate, the three-dimensional finite element modeling requires substantial efforts, which limits its use in pipeline burst pressure assessment. This paper presents an innovative automated finite element method (FEM) for elastic-plastic analysis of corroded pipelines, applicable to both straight pipelines and pipeline elbows. The method integrates MATLAB and ANSYS to automate key manual steps, including defect geometry reconstruction, mesh generation, and post-processing analysis for the burst pressure prediction of pipelines containing both semi-elliptically idealized and realistic corrosion defects. Validation against full-scale burst test data demonstrates excellent agreement, with the developed FEM accurately predicting the burst capacity for corroded straight pipelines and elbows. The method developed will greatly reduce manual efforts for finite element modeling and facilitate pipeline assessment of complex irregular corrosion defects.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"216 ","pages":"Article 105489"},"PeriodicalIF":3.0,"publicationDate":"2025-02-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143800257","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}