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  • ASME International  (4)
  • Zhu, Weidong  (4)
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  • ASME International  (4)
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Erscheinungszeitraum
  • 1
    Online-Ressource
    Online-Ressource
    ASME International ; 2019
    In:  Journal of Solar Energy Engineering Vol. 141, No. 6 ( 2019-12-01)
    In: Journal of Solar Energy Engineering, ASME International, Vol. 141, No. 6 ( 2019-12-01)
    Kurzfassung: A comprehensive aero-hydro-structural analysis is conducted for a 5 MW offshore wind turbine system in this study. Soil–structure interaction under complex aero-hydro loading is analyzed to provide a suitable foundation design with high safety. With consideration of the wind turbine size and water depth, the monopile foundation design by the National Renewable Energy Laboratory (NREL) is selected in the current study. Both aerodynamic loading for the 5 MW wind turbine rotor defined by NREL and hydrodynamic loading on the foundation are simulated under different flow conditions using high-fidelity computational fluid dynamics methods. Structural dynamic analysis is then carried out to estimate the stress field in the foundation and soil. Results from the comprehensive analysis indicate that the Morison equation is conservative when looking at the stress field in the monopile foundation and underestimates the stress field in soil. A similar analysis strategy can be applied to other types of foundations such as jacket foundations and lead to more economical and reliable designs of foundations.
    Materialart: Online-Ressource
    ISSN: 0199-6231 , 1528-8986
    Sprache: Englisch
    Verlag: ASME International
    Publikationsdatum: 2019
    Standort Signatur Einschränkungen Verfügbarkeit
    BibTip Andere fanden auch interessant ...
  • 2
    Online-Ressource
    Online-Ressource
    ASME International ; 2021
    In:  Journal of Computing and Information Science in Engineering Vol. 21, No. 6 ( 2021-12-01)
    In: Journal of Computing and Information Science in Engineering, ASME International, Vol. 21, No. 6 ( 2021-12-01)
    Kurzfassung: Although energy-based methods have advantages over the Newtonian methods for kinetostatic modeling, the geometric nonlinearities inherent in deflections of compliant mechanisms preclude most of the energy-based theorems. Castigliano’s first theorem and the Crotti–Engesser theorem, which do not require the problem being solved to be linear, are selected to construct the energy-based kinetostatic modeling framework for compliant mechanisms in this work. Utilization of these two theorems requires explicitly formulating the strain energy in terms of deflections and the complementary strain energy in terms of loads, which are derived based on the beam constraint model. The kinetostatic modeling of two compliant mechanisms are provided to demonstrate the effectiveness of the explicit formulations in this framework derived from Castigliano’s first theorem and the Crotti–Engesser theorem.
    Materialart: Online-Ressource
    ISSN: 1530-9827 , 1944-7078
    Sprache: Englisch
    Verlag: ASME International
    Publikationsdatum: 2021
    Standort Signatur Einschränkungen Verfügbarkeit
    BibTip Andere fanden auch interessant ...
  • 3
    Online-Ressource
    Online-Ressource
    ASME International ; 2023
    In:  Journal of Mechanical Design Vol. 145, No. 8 ( 2023-08-01)
    In: Journal of Mechanical Design, ASME International, Vol. 145, No. 8 ( 2023-08-01)
    Kurzfassung: Cable-driven parallel robots (CDPRs) have been widely used in engineering fields because of their significant advantages including high load-bearing capacity, large workspace, and low inertia. However, the impact of convergence speed and solution accuracy of optimization approaches on optimal performances can become a key issue when it comes to the optimal design of CDPR applied to large storage space. An adaptive adjustment inertia weight particle swarm optimization (AAIWPSO) algorithm is proposed for the multi-objective optimal design of CDPR. The kinematic and static models of CDPR are established based on the principle of virtual work. Subsequently, two performance indices including workspace and dexterity are derived. A multi-objective optimization model is established based on performance indices. The AAIWPSO algorithm introduces an adaptive adjustment inertia weight to improve the convergence efficiency and accuracy of traditional particle swarm optimization (PSO) algorithm. Numerical examples demonstrate that final convergence values of the objective function by the AAIWPSO algorithm can almost be 14∼20% and 19∼40% higher than those by the PSO algorithm and genetic algorithm (GA) for the optimal design of CDPR with different configurations and masses of end-effectors, respectively.
    Materialart: Online-Ressource
    ISSN: 1050-0472 , 1528-9001
    Sprache: Englisch
    Verlag: ASME International
    Publikationsdatum: 2023
    Standort Signatur Einschränkungen Verfügbarkeit
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  • 4
    Online-Ressource
    Online-Ressource
    ASME International ; 2019
    In:  Journal of Mechanisms and Robotics Vol. 11, No. 1 ( 2019-02-01)
    In: Journal of Mechanisms and Robotics, ASME International, Vol. 11, No. 1 ( 2019-02-01)
    Kurzfassung: Understanding and analyzing large and nonlinear deflections are the major challenges of designing compliant mechanisms. Initially, curved beams can offer potential advantages to designers of compliant mechanisms and provide useful alternatives to initially straight beams. However, the literature on analysis and design using such beams is rather limited. This paper presents a general and accurate method for modeling large planar deflections of initially curved beams of uniform cross section, which can be easily adapted to curved beams of various shapes. This method discretizes a curved beam into a few elements and models each element as a circular-arc beam using the beam constraint model (BCM), which is termed as the chained BCM (CBCM). Two different discretization schemes are provided for the method, among which the equal discretization is suitable for circular-arc beams and the unequal discretization is for curved beams of other shapes. Compliant mechanisms utilizing initially curved beams of circular-arc, cosine and parabola shapes are modeled to demonstrate the effectiveness of CBCM for initially curved beams of various shapes. The method is also accurate enough to capture the relevant nonlinear load-deflection characteristics.
    Materialart: Online-Ressource
    ISSN: 1942-4302 , 1942-4310
    Sprache: Englisch
    Verlag: ASME International
    Publikationsdatum: 2019
    Standort Signatur Einschränkungen Verfügbarkeit
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