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  • Open Access

    ARTICLE

    Perpendicular-Cutdepth: Perpendicular Direction Depth Cutting Data Augmentation Method

    Le Zou1, Linsong Hu1, Yifan Wang1, Zhize Wu2, Xiaofeng Wang1,*

    CMC-Computers, Materials & Continua, Vol.79, No.1, pp. 927-941, 2024, DOI:10.32604/cmc.2024.048889

    Abstract Depth estimation is an important task in computer vision. Collecting data at scale for monocular depth estimation is challenging, as this task requires simultaneously capturing RGB images and depth information. Therefore, data augmentation is crucial for this task. Existing data augmentation methods often employ pixel-wise transformations, which may inadvertently disrupt edge features. In this paper, we propose a data augmentation method for monocular depth estimation, which we refer to as the Perpendicular-Cutdepth method. This method involves cutting real-world depth maps along perpendicular directions and pasting them onto input images, thereby diversifying the data without compromising edge features. To validate the… More >

  • Open Access

    ARTICLE

    Mechanical Properties and Stress Strain Relationship Models for Bamboo Scrimber

    Haitao Li1,*, Huizhong Zhang1, Zhenyu Qiu1, Jingwen Su2, Dongdong Wei3, Rodolfo Lorenzo4, Conggan Yuan3, Hongzheng Liu5, Chungui Zhou6

    Journal of Renewable Materials, Vol.8, No.1, pp. 13-27, 2020, DOI:10.32604/jrm.2020.09341

    Abstract In order to investigate the basic mechanical properties and stress strain relationship model for bamboo scrimber manufactured based on a new technique, a large quantities of experiments have been carried out. Based on the analysis of the test results, the following conclusions can be drawn. Two main typical failure modes were classified for bamboo scrimber specimens both under tension parallel to grain and tension perpendicular to grain. Brittle failure happened for all tensile tests. The slope values for the elastic stages have bigger discreteness compared with those for the specimens under tensile parallel to grain. The failure modes for bamboo… More >

  • Open Access

    ARTICLE

    Compression Behaviors of Parallel Bamboo Strand Lumber Under Static Loading

    Haitao Li1,2,*, Zhenyu Qiu2, Gang Wu1,*, Dongdong Wei3, Rodolfo Lorenzo4, Conggan Yuan3, Huizhong Zhang1,2, Rong Liu1,2

    Journal of Renewable Materials, Vol.7, No.7, pp. 583-600, 2019, DOI:10.32604/jrm.2019.07592

    Abstract In order to investigate the influence of length and compression directions upon behaviour of parallel bamboo strand lumber (PBSL) specimens, 240 axial compression tests have been performed. With three similar one different typical failure modes, the mechanical performance for PBSL specimens under compression parallel to grain and perpendicular to grain are different as a whole. From the point of the characteristic values, the compression strength parallel to grain is 2.1 times of the compression strength perpendicular to grain. The elastic modulus for compression parallel to grain is 3.64 times of the compression strength perpendicular to grain. While the compression ratios… More >

  • Open Access

    ARTICLE

    A Higher Order Solution of the Elastic Problem for a Homogeneous, Linear-Elastic and Isotropic Half-Space Subjected to a Point-Load Perpendicular to the Surface

    E. Ferretti1

    CMES-Computer Modeling in Engineering & Sciences, Vol.86, No.5, pp. 435-468, 2012, DOI:10.3970/cmes.2012.086.435

    Abstract A recent experimental programme with the aim of acquiring the strains induced by aircraft traffic in concrete pavements [Ferretti and Bignozzi (2012); Ferretti (2012a)] has provided the opportunity of reviewing the classical solution of Boussinesq's problem for a homogeneous linear-elastic and isotropic half-space subjected to a point-load. In this document, we have proposed a second order solution to Boussinesq's problem, which allows us to account for the new experimental evidence. More >

  • Open Access

    ARTICLE

    Iterative Solution of a System of Nonlinear Algebraic Equations F(x) = 0, Using x· = λ[αR + βP] or x· = λ[αF + βP] R is a Normal to a Hyper-Surface Function of F, P Normal to R, and P* Normal to F

    Chein-Shan Liu1,2, Hong-Hua Dai1, Satya N. Atluri1

    CMES-Computer Modeling in Engineering & Sciences, Vol.81, No.3&4, pp. 335-363, 2011, DOI:10.3970/cmes.2011.081.335

    Abstract To solve an ill- (or well-) conditioned system of Nonlinear Algebraic Equations (NAEs): F(x) = 0, we define a scalar hyper-surface h(x,t) = 0 in terms of x, and a monotonically increasing scalar function Q(t) where t is a time-like variable. We define a vector R which is related to ∂h / ∂x, and a vector P which is normal to R. We define an Optimal Descent Vector (ODV): u = αR + βP where α and β are optimized for fastest convergence. Using this ODV [x· = λu], we derive an Optimal Iterative Algorithm (OIA) to solve F(x)More >

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