Applications in engineering science最新文献

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Damping control of polodes, inertia and natural frequencies: Theory and application to automotive suspensions 极、惯性和固有频率的阻尼控制:理论及其在汽车悬架中的应用
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100143
Simone Mesbahi, Silvia Milana, Antonio Culla, Gianluca Pepe, Nicola Roveri, Antonio Carcaterra
{"title":"Damping control of polodes, inertia and natural frequencies: Theory and application to automotive suspensions","authors":"Simone Mesbahi,&nbsp;Silvia Milana,&nbsp;Antonio Culla,&nbsp;Gianluca Pepe,&nbsp;Nicola Roveri,&nbsp;Antonio Carcaterra","doi":"10.1016/j.apples.2023.100143","DOIUrl":"10.1016/j.apples.2023.100143","url":null,"abstract":"<div><p>This paper shows how tunable dampers can help control the instant centre of rotation of a 2D rigid body and its polode in planar motion, which in turn implies that the inertia tensor can also be controlled. For mechanisms equipped with some elasticity the results show that damping can also control their natural frequencies. The foundation of a general theory to control the polode is presented, exploring the chance of an optimal control formulation of the problem via a variational control principle, approached by the LQR (Linear Quadratic Regulator) method, after a suitable linearization. Application to automotive suspension linkages is presented that demonstrates the control of the instant roll centre and axis and consequently its instant roll vibration frequency to optimize the response, when excited by lateral inertia forces.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100143"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46046931","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Gradient elasticity solutions of 2D nano-beams 二维纳米梁的梯度弹性解
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100140
Teoman Özer
{"title":"Gradient elasticity solutions of 2D nano-beams","authors":"Teoman Özer","doi":"10.1016/j.apples.2023.100140","DOIUrl":"10.1016/j.apples.2023.100140","url":null,"abstract":"<div><p>In this study, the exact analytical solutions of a two-dimensional linear homogeneous isotropic nano-beam in gradient elasticity are studied. Four different types of two-dimensional cantilever beams and related boundary conditions are considered. The cases are a cantilever beam under a concentrated force at the end, a cantilever beam under a uniform load, a propped cantilever beam under a uniform load, and a fixed-end beam under a uniform load. The two-dimensional stress gradient fields are investigated and obtained from the analytical solutions of a linear second-order partial differential equation written in terms of the classical and the gradient Airy stress functions. Additionally, the micro-size effects in the displacement components for different loads and support conditions for the two-dimensional cantilever beams by using strain gradient elasticity theory are investigated. Furthermore, for one-dimensional Euler–Bernoulli beam model, the associated stress and strain elasticity solutions are obtained from two-dimensional analytical solutions. The graphical presentations of the exact closed-form solutions are provided and discussed.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100140"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47345486","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Arctic naval launch and recovery operations, under ice impact interactions 冰撞击相互作用下的北极海军发射和回收行动
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100146
Vladimir Yakimov , Oleg Gaidai , Fang Wang , Kelin Wang
{"title":"Arctic naval launch and recovery operations, under ice impact interactions","authors":"Vladimir Yakimov ,&nbsp;Oleg Gaidai ,&nbsp;Fang Wang ,&nbsp;Kelin Wang","doi":"10.1016/j.apples.2023.100146","DOIUrl":"10.1016/j.apples.2023.100146","url":null,"abstract":"<div><p>This study analyses dynamic influence of stochastic vibro-impact ship behaviour on the ship's launch and recovery capability. To deliver cargo and people to the Arctic regions, ships must withstand harsh environmental conditions and interact with large floating ice pieces. This interaction may result in impact-type loading of a ship hull by ice, preventing planned navigation and even causing to abort of some routine launch and recovery operations of delivering cargo or other equipment. The major safety concern is the risk of collision between the payload and the mother ship hull. The ship-based crane, which served for conducting launch and recovery operations, was assumed to be rigid, mimicking the ship dynamics, whereas the payload is modelled as a single-degree-of-freedom pendulum. This study advocates practical engineering approach, applicable to various scenarios with vessels operating in relevant in situ environmental sea and ice conditions. The proposed study intends to contribute to improving launch and recovery operational reliability, as well as motion control, especially in Arctic aquatic regions. When mentioning Arctic and defence technologies, launch and recovery systems have significant relevance for unmanned vehicles onboard ships.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100146"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42223565","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 7
Poroelastic problem of a non-penetrating crack with cohesive contact for fluid-driven fracture 流体驱动裂缝中具有粘性接触的非穿透裂纹的孔弹性问题
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100136
Hiromichi Itou , Victor A. Kovtunenko , Nyurgun P. Lazarev
{"title":"Poroelastic problem of a non-penetrating crack with cohesive contact for fluid-driven fracture","authors":"Hiromichi Itou ,&nbsp;Victor A. Kovtunenko ,&nbsp;Nyurgun P. Lazarev","doi":"10.1016/j.apples.2023.100136","DOIUrl":"10.1016/j.apples.2023.100136","url":null,"abstract":"<div><p>A new class of unilaterally constrained problems for fully coupled poroelastic models stemming from hydraulic fracturing is introduced and studied with respect to its well-posedness. The poroelastic medium contains a fluid-driven crack, which is subjected to non-penetration conditions and cohesion forces between the crack faces. Existence of solution for the governing elliptic–parabolic variational inequality under the unilateral constraint with a small cohesion is established using the incremental approximation based on Rothe’s semi-discretization in time.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100136"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45846672","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Avoiding localization instabilities in rotary pleating 避免旋转打褶中的局部化不稳定性
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100129
Tian Yu , J.A. Hanna
{"title":"Avoiding localization instabilities in rotary pleating","authors":"Tian Yu ,&nbsp;J.A. Hanna","doi":"10.1016/j.apples.2023.100129","DOIUrl":"10.1016/j.apples.2023.100129","url":null,"abstract":"<div><p>Rotary pleating is a widely used process for making filters out of nonwoven fabric sheets. This involves indirect elastic–plastic bending of pre-weakened creases by continuously injecting material into an accordion-shaped pack. This step can fail through a localization instability that creates a kink in a pleat facet instead of in the desired crease location. In the present work, we consider the effects of geometric and material parameters on the rotary pleating process. We formulate the process as a multi-point variable-arc-length boundary value problem for planar inextensible rods, with hinge connections. Both the facets (rods) and creases (hinges) obey nonlinear moment–curvature or moment–angle constitutive laws. Some unexpected aspects of the sleeve boundary condition at the point of material injection, common to many continuous sheet processes, are noted. The process, modeled as quasistatic, features multiple equilibria which we explore by numerical continuation. The presence of, presumably stable, kinked equilibria is taken as a conservative sign of potential pleating failure. Failure may also occur due to localization at the injection point. We may thus obtain “pleatability surfaces” that separate the parameter space into regions where mechanical pleating will succeed or fail. Successful pleating depends primarily on the distance between the injection point and the pleated pack. Other factors, such as the crease stiffness and strength relative to that of the facets, also have an influence. Our approach can be adapted to study other pleating and forming processes, the deployment and collapse of folded structures, or multi-stability in compliant structures.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100129"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49336189","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
A sediment transport theory based on distortion-free-boundary nonhomogeneous fluid flows 基于无畸变边界非均匀流体流动的泥沙输运理论
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100148
Arno Roland Ndengna Ngatcha , Boniface Nkonga
{"title":"A sediment transport theory based on distortion-free-boundary nonhomogeneous fluid flows","authors":"Arno Roland Ndengna Ngatcha ,&nbsp;Boniface Nkonga","doi":"10.1016/j.apples.2023.100148","DOIUrl":"10.1016/j.apples.2023.100148","url":null,"abstract":"<div><p>Over the last 50 years several sediment transport models in coastal environments based on Shallow Water(SW) type models have been developed in the literature. The water flow over an abrupt moving topography quickly spatially variable becomes accelerated and strongly varied arising the turbulence (distortion). The acceleration and strong variation of the flow facilitate the transport of a large quantity of sediments present at the bottom while modifying it. The mathematical models based on SW type models widely used to describe the sediment transport phenomena do not account the distortion effects. Indeed, it is well-known that the SW models are derived from first order approximation of long wave theory. The acceleration and strong variation of the water flow near the bottom is due to the distortion of the horizontal velocity profile along the vertical direction. One can regard distortion as a combination of strain and rotation. The effect of the rotational component is to weaken the effect of the strain somewhat. In this work, we put in place a king theory of sediment transport derived from the second order approximation of long wave theory that can describe sediment transport processes in distortion-free-boundary nonhomogeneous fluid flows. The derived model accounts the distortion (fluctuation with great correlation lengths) that creates the turbulence. Moreover, the model differentiates the fluid velocity from sediment velocity (phase-lag) near the sediment bed. The proposed theory significantly reduces the modeling errors observed in several sediment transport models based on nonhomogeneous shallow water equations and has a great potential to increase the predictive power of sediment transport models in rivers, lakes, coastal flows, ocean basins and so on. The proposed theory improves several existing sediment transport theories recently developed in the literature and can be apply with some degree confidence.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100148"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48733851","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Chloride permeability through different specimen surfaces of blast-furnace slag cement concrete with and without air-entraining agent 加与不加引气剂的高炉矿渣水泥混凝土试样表面氯离子渗透性研究
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100134
M. Anwar, Dina A. Emarah
{"title":"Chloride permeability through different specimen surfaces of blast-furnace slag cement concrete with and without air-entraining agent","authors":"M. Anwar,&nbsp;Dina A. Emarah","doi":"10.1016/j.apples.2023.100134","DOIUrl":"10.1016/j.apples.2023.100134","url":null,"abstract":"<div><p>Numerous research has investigated the effects of blast furnace slag as a cementitious or substitute cementing material on the characteristics of concrete. Blast furnace slag cement (BFSC) shows promise in the concrete permeability domain, where this extra cementing ingredient enhances the chloride attack resistance of concrete. Four mixtures of BFSC concrete made with 0.5, and 0.6 water-to-cement ratios (w/c) were studied. The effect of using an air-entraining agent (AEA) and a change in the surface of tested samples (top, bottom, and side) on the chloride penetration and its diffusion coefficient has been investigated. The properties of fresh and hardened concrete were determined. This research has its novelty for the first time, where the chloride contents were determined through specimens' top, bottom, and side surfaces using potentiometric titration. The results indicated that the air-entraining agent and w/c ratio had inversely affected the invested concrete properties. The measured total and soluble chloride content at a depth of 20∼30 mm is less than the limits of the corrosion threshold for the three studied surfaces. Also, changes in the w/c ratio, cement content, and AEA affect the diffusion coefficient.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100134"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43274413","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Collection of oil mist using a baffle plate-type mist trap 采用挡板式疏雾器收集油雾
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100137
Kotaro Takamure , Tomomi Uchiyama , Shogo Ando , Hayato Kato , Hiroshi Nakayama
{"title":"Collection of oil mist using a baffle plate-type mist trap","authors":"Kotaro Takamure ,&nbsp;Tomomi Uchiyama ,&nbsp;Shogo Ando ,&nbsp;Hayato Kato ,&nbsp;Hiroshi Nakayama","doi":"10.1016/j.apples.2023.100137","DOIUrl":"10.1016/j.apples.2023.100137","url":null,"abstract":"<div><p>In the field of metal cutting, the cutting oil scatters in air as a microscale oil mist, which adversely affects the work environment. A baffle plate-type mist trap was manufactured as simple equipment for collecting oil mist floating in air. The oil mist collection rate and pressure loss were determined using experiments and numerical simulations while varying the number of baffle plates and inflow velocity of air. The experimental results showed that the pressure drop increased with the number of baffle plates, whereas the oil mist collection rate improved. It was also clarified that larger particles can be collected as the number of baffle plates increased. Numerical simulations showed that a high amount of oil mist was trapped upstream of the second baffle plate, and the baffle plate placed further downstream had minimal contribution to oil mist collection. In both the experiments and numerical simulations, the oil mist collection efficiency was the highest when six baffle plates were arranged. This is because the pressure drop increases depending on the number of baffle plates, whereas the mist collection rate is almost constant when many baffle plates are placed.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100137"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46768669","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Analysis and modeling of the strain distribution and evolution during a fatigue test in ULCF and LCF on a friction stir welded specimen from steel and aluminum 钢铝搅拌摩擦焊接试样的ULCF和LCF疲劳试验应变分布及演化分析与建模
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100131
Paul Dario Toasa Caiza , Yoshihiko Uematsu
{"title":"Analysis and modeling of the strain distribution and evolution during a fatigue test in ULCF and LCF on a friction stir welded specimen from steel and aluminum","authors":"Paul Dario Toasa Caiza ,&nbsp;Yoshihiko Uematsu","doi":"10.1016/j.apples.2023.100131","DOIUrl":"10.1016/j.apples.2023.100131","url":null,"abstract":"<div><p>Under cyclic loading in ULCF and LCF regimes the strain plays a fundamental role in the analysis of the fatigue resistance and in the estimation of the fatigue life. The DIC method, which allows to acquire strain and deformation in large areas is applied in order to obtain the maximum reached strain, strain range, mean strain and SWT parameter during a fatigue test on a friction stir welded specimen. Since the distribution of these variables in the region of interest shows a geometry given by a symmetric bell, a Gaussian model is considered to model it. The evolution of these variables during the fatigue test up to failure is fitted by applying a third grade polynomial. The obtained results, show the plausibility of the proposed method to model the strain distribution and evolution under cyclic loading.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100131"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48069366","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A new class of Finitely Extensible Nonlinear Elastic FENE-P model obtained with a thermodynamical approach and the use of compressible natural configurations. Part I: Isothermal deformations 利用热力学方法和可压缩的自然构形,得到了一类新的有限可扩展非线性弹性FENE-P模型。第一部分:等温变形
Applications in engineering science Pub Date : 2023-09-01 DOI: 10.1016/j.apples.2023.100138
Juan Pablo Gomez-Constante, Liviu Iulian Palade
{"title":"A new class of Finitely Extensible Nonlinear Elastic FENE-P model obtained with a thermodynamical approach and the use of compressible natural configurations. Part I: Isothermal deformations","authors":"Juan Pablo Gomez-Constante,&nbsp;Liviu Iulian Palade","doi":"10.1016/j.apples.2023.100138","DOIUrl":"10.1016/j.apples.2023.100138","url":null,"abstract":"<div><p>In a recent contribution to the fundamental understanding of polymer fluid dynamics, Khambhampati and Rajagopal (2021) established a connection between the natural configuration theory of Rajagopal and Srinivasa (2000) and the FENE-P model of Bird et al. (1987 [6]). In this paper we capitalize on the result in Khambhampati and Rajagopal (2021) and present a new class of FENE-P models using a more general Helmholtz potential within the conceptual framework of evolving natural configurations. To show its qualitative behavior, we exemplify with a classical Couette flow between infinite parallel plates. The model is capable of reproducing key features experimentally observed such as stress relaxation and the overshoot of the shear stress at the beginning of typical shear stress growth experiments. Comparison against the FENE-P type model obtained in Khambhampati and Rajagopal (2021) is used for comparison.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":"15 ","pages":"Article 100138"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44405118","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
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