4,548 research outputs found

    Elastic-Plastic Fracture Mechanics Analysis of a Tubular T-Joint in Offshore Structures

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    A tubular welded T-joint containing a series of semi-elliptical cracks of increasing depth located near the chord-brace intersection under both elastic and elastic-plastic conditions, has been analysed using shell elements with the cracks modelled by line springs. The same problem has also been modelled with 20 noded bricks allowing the stress intensity factor and J integral to be determined by virtual crack extension. The direction of crack growth has been determined both using off-axis virtual crack extension, and solutions for kinked cracks, to determine the orientation which maximise either the strain energy release rate or the mode I stress intensity factor. The calculated crack path agrees with reported experiments. The stress intensity factors for straight and curved cracks in simple welded joints have been compared in terms of their effective depth. Finally, the stress field in single edge bars under mixed mode elastic-plastic loading condition relevant to tubular joints has been analysed, and the size requirement for J dominance is discussed

    A linear method to extract diode model parameters of solar panels from a single I–V curve

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    The I-V characteristic curve is very important for solar cells/modules being a direct indicator of performance. But the reverse derivation of the diode model parameters from the I-V curve is a big challenge due to the strong nonlinear relationship between the model parameters. It seems impossible to solve such a nonlinear problem accurately using linear identification methods, which is proved wrong in this paper. By changing the viewpoint from conventional static curve fitting to dynamic system identification, the integral-based linear least square identification method is proposed to extract all diode model parameters simultaneously from a single I-V curve. No iterative searching or approximation is required in the proposed method. Examples illustrating the accuracy and effectiveness of the proposed method, as compared to the existing approaches, are presented in this paper. The possibility of real-time monitoring of model parameters versus environmental factors (irradiance and/or temperatures) is also discussed

    Study on the weight coefficient influence of surface water on the stability of open-pit dump. Comparative analysis of 6 degree seismic simulation

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    Taking Baorixile open-pit coal mine as an example, the regional hydrogeological conditions and the mining area hydrogeological conditions are briefly introduced. Analyzing the factors influencing the stability of open pit dump, discussing the classification and proportion of influencing factors, the numerical simulation of the influence of surface water and seismic vibrations on the stability of open-pit dump is carried out. Results show: Surface water is an important factor affecting the stability of open-pit dump, extremely sensitive to the safety factor, the influence of slope instability is similar to that of intensity 6 earthquake. The weight coefficient of surface water to slope stability is in the range of 0.4 to 0.9
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