MeccanicaPub Date : 2025-08-06DOI: 10.1007/s11012-025-02039-6
Daniela Addessi
{"title":"Innovation in mechanics of masonry: theoretical and computational modelling","authors":"Daniela Addessi","doi":"10.1007/s11012-025-02039-6","DOIUrl":"10.1007/s11012-025-02039-6","url":null,"abstract":"","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 7","pages":"1915 - 1916"},"PeriodicalIF":2.1,"publicationDate":"2025-08-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144888015","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-06-27DOI: 10.1007/s11012-025-02014-1
Georgios Vlachakis, Carla Colombo, Dario Vecchio, Anastasios I. Giouvanidis, Paulo B. Lourenço
{"title":"Correction: Appraisal of the overburden mass and boundary conditions on the rocking behaviour of the vertical spanning strip wall","authors":"Georgios Vlachakis, Carla Colombo, Dario Vecchio, Anastasios I. Giouvanidis, Paulo B. Lourenço","doi":"10.1007/s11012-025-02014-1","DOIUrl":"10.1007/s11012-025-02014-1","url":null,"abstract":"","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 7","pages":"2125 - 2126"},"PeriodicalIF":2.1,"publicationDate":"2025-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s11012-025-02014-1.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144888088","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-06-23DOI: 10.1007/s11012-025-02016-z
Marco Nale, Cristina Gatta, Daniela Addessi, Elena Benvenuti, Elio Sacco
{"title":"Buckling and post-buckling analysis of masonry walls using Virtual Elements and cohesive interfaces","authors":"Marco Nale, Cristina Gatta, Daniela Addessi, Elena Benvenuti, Elio Sacco","doi":"10.1007/s11012-025-02016-z","DOIUrl":"10.1007/s11012-025-02016-z","url":null,"abstract":"<div><p>This paper focuses on a novel and computationally efficient large-displacement methodology utilizing a corotational approach for the stability analysis of masonry structural elements. By virtue of the flexibility offered by the Virtual Element Method, each brick is modeled using a single Virtual Element. In contrast, the mortar layer is modeled through multiple cohesive damage-frictional elements. Furthermore, the adopted Virtual Element formulation does not require stabilization. The advantages of the proposed approach are showcased through several examples demonstrating the striking accuracy of the obtained results compared to analytical solutions. The proposed approach is used to assess the sensitivity of the load-bearing capacity and ductility of masonry walls under vertical loading to mortar tensile strength, boundary conditions, load eccentricity, and block irregularity.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 7","pages":"1917 - 1937"},"PeriodicalIF":2.1,"publicationDate":"2025-06-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144888083","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-04-30DOI: 10.1007/s11012-025-01977-5
Yahroun Fei Long Hermans, Karim Ehab Moustafa Kamel, Olivier Debeir, Gabriele Milani, Thierry Jacques Massart
{"title":"Image-based structural kinematic limit analysis for historical masonry structures","authors":"Yahroun Fei Long Hermans, Karim Ehab Moustafa Kamel, Olivier Debeir, Gabriele Milani, Thierry Jacques Massart","doi":"10.1007/s11012-025-01977-5","DOIUrl":"10.1007/s11012-025-01977-5","url":null,"abstract":"<div><p>Evaluating the state of historical masonry structures, particularly those built with irregular masonry, presents challenges in determining their load-bearing capacity. Most current approaches use macroscopic numerical models that treat the material as a homogeneous continuum, where defining an appropriate constitutive law is essential. To this end, homogenization has proven useful in bridging the gap between meso and macro-scales, yet using homogenized macromodels may prevent to capture specific failure modes. Alternatively, mesoscopic methodologies represent stacking modes explicitly. However, full structural analysis at this scale has mainly been applied to regular masonry due to the complexities of explicitly representing the geometry of the irregular stones. The present contribution aims to propose a method that leverages image acquisition techniques, such as orthophotos, to address these challenges. Mortar joints are lumped onto zero-thickness interfaces, determined through a distance field-based morphing procedure and medial axis principles. The load-bearing capacity is assessed using a Kinematic Limit Analysis problem, formulated and solved as a linear programming problem. A Mohr-Coulomb frictional behavior, modified with a tensile cut-off and a linearized compression cap, is assigned to the mortar joints. The blocks are considered infinitely rigid and strong. It is shown that the proposed methodology can efficiently model structures of large sizes, by illustrating its use on two 2D problems.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 7","pages":"2107 - 2124"},"PeriodicalIF":2.1,"publicationDate":"2025-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144888079","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-04-17DOI: 10.1007/s11012-025-01980-w
Junqi Jiang, Shun Weng, Hao Luo, Hongping Zhu
{"title":"Optimal design of a novel tuned mass rate-independent damper for structural vibration suppression","authors":"Junqi Jiang, Shun Weng, Hao Luo, Hongping Zhu","doi":"10.1007/s11012-025-01980-w","DOIUrl":"10.1007/s11012-025-01980-w","url":null,"abstract":"<div><p>In the present study, a novel type of nontraditional tuned mass damper (TMD), termed as a tuned mass rate-independent damper (TMRD), was proposed for structural vibration suppression. The proposed TMRD consisted of a spring element, a mass element, and a rate-independent linear damping (RILD) element, which generated damping forces independent of the excitation frequencies. Based on the fixed-point theory, analytical formula of optimally designing the characteristic parameters of the TMRD were derived. The advantages of the TMRD over TMDs in suppressing the structural vibration and damper stroke were demonstrated, when they were separately used in flexible structures subjected to harmonic and earthquake-induced ground motions. For practical applications, an approximate method was presented to passively realize the proposed TMRD. It was suggested that the proposed method can be used to physically realize the TMRD and provide a superior solution than the conventional TMD to suppressing the structural vibration and damper stroke.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 4","pages":"1099 - 1114"},"PeriodicalIF":1.9,"publicationDate":"2025-04-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143896718","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-04-15DOI: 10.1007/s11012-025-01979-3
Fei Hu, Biao Luo, Fu-hua He, Qiao Yang
{"title":"Research on the stiffness of spur gear pairs based on the improved energy method under multiple influencing factors","authors":"Fei Hu, Biao Luo, Fu-hua He, Qiao Yang","doi":"10.1007/s11012-025-01979-3","DOIUrl":"10.1007/s11012-025-01979-3","url":null,"abstract":"<div><p>To investigate the effects of axial misalignment, lead crown relief, and temperature on the meshing stiffness of gears, this study aims to derive high-precision gear stiffness values that are more aligned with practical engineering applications. Based on the thermal expansion theory, slice coupling effect, and involute profile theory, a thermal stiffness model for meshing spur gear pairs under multiple influencing factors has been established, integrating the improved potential energy method and the nonlinear contact stiffness calculation approach. A calculation method for the thermal stiffness of meshing spur gear pairs, considering the impacts of axial misalignment and lead crown relief, has been developed. Furthermore, the mechanisms by which varying temperature, modification amounts, and misalignment affect the meshing stiffness of spur gear pairs have been explored. The results indicate that both lead crown relief and axial misalignment alter the load distribution across the tooth width, leading to a relative load concentration and consequently affecting the deformation of the gears under external loading, thereby influencing their meshing stiffness. It was found that the meshing stiffness decreases with an increase in axial misalignment and lead crown relief amounts. Additionally, with the introduction of temperature effects, an increase in temperature further reduces the meshing stiffness of the gear pair. The thermal deformation induced by temperature variations results in profile errors, affecting the actual meshing positions of the gears and altering the dimensions of single and double tooth intervals along the meshing line. This research establishes a theoretical foundation for the design of gear systems and the study of gear transmission system dynamics.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 4","pages":"1079 - 1097"},"PeriodicalIF":1.9,"publicationDate":"2025-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143896760","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-04-10DOI: 10.1007/s11012-025-01970-y
Michał Batsch
{"title":"Spur gear teeth profile optimization through tensor-based kinematics: integrating the Reuleaux method with differential evolution","authors":"Michał Batsch","doi":"10.1007/s11012-025-01970-y","DOIUrl":"10.1007/s11012-025-01970-y","url":null,"abstract":"<div><p>This paper presents a novel method for spur gear tooth profile optimization, addressing the challenge of designing gears with improved performance. Traditional gear designs often compromise between contact stress, wear, and noise. This research explores a wider design space to identify gear profiles offering a better balance. The proposed approach leverages tensor-based kinematics combined with the Reuleaux method for conjugate profile generation, creating a robust framework for exploring potential designs. This framework defines an objective function considering multiple performance criteria. Differential evolution is employed to search for novel tooth profiles minimizing this function. The performance of optimized profiles is compared against existing designs, including involute, S-gears, and cosine gears. Key performance indicators include Hertz contact and subsurface shear stresses, normal force, sliding factor, specific sliding, contact ratio, and gear mesh stiffness. Results demonstrate the method’s effectiveness in generating improved tooth profiles. Optimized solutions exhibited contact and shear stress reductions comparable to 30-degree involute and S-gears, suggesting improved pitting resistance and wear. Some designs showed substantial specific sliding reductions, indicating the potential for reduced heat generation and surface wear. While cosine gears showed reduced contact stress, they also exhibited lower contact ratios, potentially increasing dynamic loads. These optimized solutions offer a promising path towards designing high-performance gears tailored to specific applications. The method effectively explores the vast solution space and generates tooth profiles fulfilling desired optimization trade-offs, paving the way for future research incorporating additional performance criteria and exploring more complex gear geometries.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 4","pages":"1053 - 1077"},"PeriodicalIF":1.9,"publicationDate":"2025-04-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143896755","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-04-08DOI: 10.1007/s11012-025-01974-8
Tomasz Szmidt
{"title":"Dynamics of a flutter-excited articulated ichthyoid propulsor","authors":"Tomasz Szmidt","doi":"10.1007/s11012-025-01974-8","DOIUrl":"10.1007/s11012-025-01974-8","url":null,"abstract":"<div><p>A concept of an ichthyoid propulsor mimicking the undulating motion of a swimming fish is proposed and verified. The propulsor consists of an articulated fluid-conveying pipe with a triangular fin attached to its free end. A sufficiently high flow velocity in the propulsor leads to the instability of the system and the possible appearance of snake-like flutter vibrations. A dynamical model of the system is proposed. It is based on classical Benjamin’s model of the dynamics of an articulated fluid-conveying pipe and Lighthill’s elongated body theory, which quantifies hydrodynamic forces generated by the swimming fish. Parameters of the system for which the propulsor is subject to dynamic loss of stability, leading to the appearance of periodic flutter vibrations, are identified. Methods of bifurcation analysis, supported by numerical simulations, prove that the system can undergo a supercritical Hopf bifurcation. This soft self-excitation yields a stable limit cycle of the system, for which the thrust and lateral forces generated by the propulsor are calculated. It is shown that the mean value of the thrust is positive for a range of swimming speeds. The performance of the propulsor is assessed in relation to the swimming speed. The research may broaden knowledge about articulated pipes conveying fluid and support possible applications of the proposed propulsor.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 4","pages":"1035 - 1052"},"PeriodicalIF":1.9,"publicationDate":"2025-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143896759","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-04-07DOI: 10.1007/s11012-024-01892-1
Fatemeh Pourkariman, Mehdi Karimi, Payam Varshovi-Jaghargh, Mehdi Tale Masouleh
{"title":"Workspace analysis of parallel mechanisms by considering active joints ranges of motion using a method based on interval analysis","authors":"Fatemeh Pourkariman, Mehdi Karimi, Payam Varshovi-Jaghargh, Mehdi Tale Masouleh","doi":"10.1007/s11012-024-01892-1","DOIUrl":"10.1007/s11012-024-01892-1","url":null,"abstract":"<div><p>The parallel robots workspace plays an important role in their design and construction. In this paper, a new algorithm is presented based on the concepts of interval analysis to determine the parallel robots workspace by considering joints ranges of motion. The proposed algorithm is based on the kinematics equations, interval arithmetic computations and refinement method. In this algorithm, the system of interval nonlinear equations obtained from kinematic analysis is solved simultaneously and the refinement operation is carried out to accurately calculate the intervals of the equations. A type of refinement operation, namely the slope form, is used in this method to eliminate the excess width of intervals of equations. The proposed algorithm is implemented on 3 and 4-DOF Delta parallel robots of Human and Robot Interaction Laboratory of Tehran university. The workspace of 3-DOF Delta parallel robot and the constant-orientation workspace of 4-DOF Delta parallel obtained from the proposed method for the different active joints ranges of motion are compared with the results of the method based on interval analysis without refinement operation and the geometric method. The results show that the proposed algorithm calculates the parallel robot workspace with appropriate accuracy.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 4","pages":"1015 - 1034"},"PeriodicalIF":1.9,"publicationDate":"2025-04-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143896719","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
MeccanicaPub Date : 2025-04-06DOI: 10.1007/s11012-025-01967-7
Basma Eltlhawy, Noha Fouda, Ibrahim Eldesouky
{"title":"Static and dynamic performance of porous Ti6Al4V tibia implant designs based on triply periodic minimal surface scaffolds","authors":"Basma Eltlhawy, Noha Fouda, Ibrahim Eldesouky","doi":"10.1007/s11012-025-01967-7","DOIUrl":"10.1007/s11012-025-01967-7","url":null,"abstract":"<div><p>The current study aims to analyze the load transfer between bone and three different TPMS-stem implants designed for tibia-total knee replacement (TKR) application through an initial stage of recovery and after healing time under static and dynamic loading conditions. The TPMS-based scaffolds, Schwarz, diamond, and gyroid, are used for tibia-stem designs. The mechanical performance of TPMS-stem implants was investigated based on von Mises stress for various loading conditions using ANSYS 2021R1. The results showed that TPMS-stem implants increase the maximum von Mises stress on the bone surface under the tibia tray by 14–24% under static loading and 15–36% under dynamic loading compared to solid-stem implants. Also, TPMS-stem implants reduced the maximum von Mises stress in the stem tip area when static and dynamic loading were considered. Stress reductions of 21.3, 21, and 17% were obtained under static loading for diamond, Schwarz, and gyroid stem implants, respectively.</p></div>","PeriodicalId":695,"journal":{"name":"Meccanica","volume":"60 4","pages":"999 - 1014"},"PeriodicalIF":1.9,"publicationDate":"2025-04-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143896754","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}