Home / Journals / RIMNI / Vol.40, No.1, 2024
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  • Open AccessOpen Access

    ARTICLE

    Analysis of deformation of levee caused by large diameter shield tunneling in river crossing tunnel

    LU Zhongxiang1, SHOU Lingchao2, Rini Asnida Abdullah1, Muhammad Irfan Bin Shahrin1, CHEN Yintao1, SHAO Xin3, FAN Wenju4, Amber Islam1, ZHANG Hengxu5
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-8, 2024, DOI:10.23967/j.rimni.2024.03.003 - 25 March 2024
    Abstract This study utilizes ABAQUS finite element software to analyze embankment deformation during shield tunneling. Results reveal that shield tunneling effects are manageable.The left tunnel line successfully tunnels beneath the embankment, causing a maximum settlement of 8.7 mm, meeting regulations. The ground surface exhibits a "V"-shaped lateral settlement trough, approximately five times the tunnel centerline width. Conversely, the right tunnel line induces a more extensive impact, with a 12.2 mm maximum settlement.Different lateral settlement patterns emerge in soil at varying depths. The left tunnel creates a "V" shape, with slightly increasing settlement above the tunnel axis More >

  • Open AccessOpen Access

    ARTICLE

    Analytical solution for one-dimensional consolidation of structured soft soils with continuous drainage boundary

    Jianxue Feng1, Xiuru Ma2, Xiaowei Liu2, Long Wang3, Zhongjie Wu4,*, Guoxiong Mei5
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-8, 2024, DOI:10.23967/j.rimni.2024.01.007 - 12 February 2024
    Abstract A closed form analytical solution is proposed to analyze the one-dimensional consolidation behavior of structured saturated clay soils under continuous drainage boundary. Firstly, the soil structural properties and arbitrary loading conditions are taken into account in the established mathematical model. Using the finite sine Fourier transform and characteristic function methods, analytical calculation is conducted, and the solution effectiveness is evaluated against the degradation of solutions and the results of finite difference analysis. Finally, the influences of interface parameter, properties of soil structure and structural yield stress on consolidation behaviors are discussed. Results show that the… More >

  • Open AccessOpen Access

    ARTICLE

    Reliable iterative techniques for solving the KS equation arising in fluid flow

    Munirah Alotaibi1, Doaa Rizk2, Amal Al−Hanaya1, Ahmed Hagag3
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-9, 2024, DOI:10.23967/j.rimni.2024.02.003 - 23 February 2024
    Abstract In this study, we examine the Kuramoto-Sivashinsky equation which is a nonlinear model that describes several physical and chemical events arising in fluid flow. The approximate analytical solution for the fractional KS (FKS) problem is calculated using the Temimi-Ansari method (TAM) and the natural decomposition method (NDM). The projected procedure (NDM) combines the adomian decomposition method with the natural transform. Each technique can deal with nonlinear terms without making any assumptions. The methodologies under consideration provide ωn-curves that display the convergence window of the power series solution that approaches the exact solution. We explore two distinct More >

  • Open AccessOpen Access

    ARTICLE

    Microstructure effect analysis of carbon black-filled rubber composites

    Lihong Huang1, Xin Tao2, Tieping Wei3, Zhifeng Li4
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-15, 2024, DOI:10.23967/j.rimni.2024.01.002 - 15 January 2024
    Abstract The unidirectional tensile stress-strain curves of four kinds of carbon black-filled rubbers with different volume contents were obtained by mechanical experiments, and the fine morphology maps of the carbon black-filled rubber composites were obtained by electron microscope experiments. Based on the hyperelastic constitutive model of rubber, an ellipsoidal carbon black particles randomly distributed finite element model was established using DIGIMAT and ABAQUS, and uniaxial tensile simulation was carried out on the established two-dimensional model. The effects of the volume fraction, distribution angle and number of agglomerates of carbon black particles on the stress-strain relationship curve More >

  • Open AccessOpen Access

    ARTICLE

    Research on seismic performance of corrugated web rigid structures

    Hui-min Cao1,2, Guo-juan Wang1, Hong-bing Liu2
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-7, 2024, DOI:10.23967/j.rimni.2024.03.001 - 21 March 2024
    Abstract Corrugated web H-beam refers to a steel beam with a wavy shape along its length, which is extensively utilized in various parts of building structures such as beams, columns, and walls. It serves the purpose of connection and support, while the corrugated or folded design enhances the shear resistance and out-of-plane stiffness of the web to some extent. However, despite their advantages including high strength, stiffness, and lightweight construction, relevant regulations stipulate that these members can only be used in lower- intensity applications or higher-intensity scenarios if specific conditions are met. One crucial condition is… More >

  • Open AccessOpen Access

    ARTICLE

    Sensitivity analysis of stability of anti-dip rock slope under fluctuating water level in the Three Gorges Reservoir Area

    Wei Jiang1, Wu Yi1, Guodong Han2, Guanxiong Chen1, Guanhua Sun3
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-13, 2024, DOI:10.23967/j.rimni.2024.01.005 - 26 January 2024
    Abstract The fluctuation of water levels in large reservoirs has long been recognized as a critical external factor that affects the stability of bank slopes. However, there have been limited studies investigating the influence of reservoir water level (RWL) fluctuation on anti-dip layered rock slopes. In this study, we constructed a conceptual model by selecting the sandstone in the Three Gorges Reservoir Area (TRGA) as the strata and considering variations in strata thickness, strata dip angle, permeability coefficient, RWL fluctuation rate, and slope height. Through seepage-stress field coupled analysis, we obtained the seepage field and groundwater… More >

  • Open AccessOpen Access

    ARTICLE

    Humor detection using deep learning in 10 years: A survey

    Chengjuan Ren1, Ziyu Guo2, Ping Zhang3, Yuhan Gao4,*
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-9, 2024, DOI:10.23967/j.rimni.2024.01.006 - 31 January 2024
    Abstract Humor is an important part of personal communication. How to create a computational model to recognize humor is still a very challenging task in natural language processing and linguistics. In this survey, we applied some rules to leave 29 articles spanning 10 years (2012 to 2023). The main elements covered by this survey include: recent state-of-the-art detection methods using deep learning from years 2012-2023, (2) summarizing features for humor detection from a linguistic perspective, (3) humor detection datasets, evaluation metrics, data domains and languages, (4) some tricks used in humor detection (e.g. Attention mechanism, multimodal), More >

  • Open AccessOpen Access

    ARTICLE

    Research of an EPB shield pressure and depth prediction model based on deep neural network and its control device

    Jiacheng Shao1,2, Jingxiu Ling1,2,3, Rongchang Zhang1,2, Xiaoyuan Cheng1,2, Hao Zhang3
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-8, 2024, DOI:10.23967/j.rimni.2024.01.004 - 19 January 2024
    Abstract Based on the construction data of Fuzhou Metro Line 4 in Fujian Province, China, this paper proposes a soil pressure prediction model that combines Long Short-Term Memory (LSTM) and Particle Swarm Optimization (PSO). The values of Mean Absolute Error, Mean Squared Error, and Coefficient of Determination are 0.007MPa, 0.007%, and 0.93, respectively, indicating an improvement in accuracy.Wang-Mendel algorithm is used to establish fuzzy rules. The Mean Absolute Error and Mean Squared Error of the rotating speed of the screw machine are 0.065rpm and 1.528%, and the Coefficient of Determination is 0.82. The calculation accuracy of More >

  • Open AccessOpen Access

    ARTICLE

    Robust adaptive fault tolerant control for nonlinear systems with actuator failure and mismatched disturbance

    X. Tao1, Jian Jiang2
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-9, 2024, DOI:10.23967/j.rimni.2024.03.002 - 19 March 2024
    Abstract In this paper, a class of nonlinear system with mismatched disturbance and actuator failure is investigated. A disturbance observer is proposed to estimate the disturbance first and the error of the estimation converges to zero exponentially. By introducing an integral sliding mode surface, the disturbance observer based integral sliding mode fault tolerant control scheme is proposed to attenuate the disturbance and to guarantee the stability of the system. Specially, the control law is designed for decoupling the partial disturbance and attenuating the disturbance that cannot be decoupled. Finally, two examples are given to illustrate the More >

  • Open AccessOpen Access

    ARTICLE

    Design and optimization of Halbach magnetic gear

    Peng Wang1, Junyue Yang1, Yanjun Ge1
    Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Vol.40, No.1, pp. 1-6, 2024, DOI:10.23967/j.rimni.2024.02.001 - 15 February 2024
    Abstract This article proposes a new structure to enhance the torque and torque density of permanent magnet gears. The outer magnet is designed with a dual-layer permanent magnet configuration, where the first layer adopts a Halbach array, and the other layer utilizes a conventional radial magnetization structure. With the optimization objectives defined as maximum torque and torque density, and guided by parameter sensitivity, optimization analysis was conducted using response surface method and multi-objective genetic algorithm. The optimized parameters were determined, and finite element simulations were performed to validate the optimization results. The result indicate a 22.22% More >

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