Search results for: Yasasween Hewavidana
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 2

Search results for: Yasasween Hewavidana

2 Additive Manufacturing of Magnetic Shields

Authors: Yasasween Hewavidana, Moataz Attallah, Richard Sheridan, Philip Marsden, Bartel van der Veek, Prashant Patel

Abstract:

Recent advances in the understanding and control of manufacturing technologies, such as various additive manufacturing technologies made considerable development in many industries. This technology was developed not only for polymers but also for ceramics, metals, composites, etc. Here we demonstrate the use of laser powder bed fusion, an additive manufacturing method, as a production technique relevant to the manufacture of magnetic shielding materials. As a demonstration, we have constructed a few key components using additive manufacturing, namely magnetic shielding. Samples were manufactured with the M2 Cusin laser machine, 35o concerns to the build platform. Initially, simple geometries were printed, such as tubes, rings, tensile strips etc. Permalloy 80 (80% Ni, 5% Mo and the remaining is Fe), called Mu metal, is used to manufacture magnetic shielding products. As a result, printed parts were characterized in terms of both magnetic and microstructural scales. Currently, the industry manufactures magnetic shields with different thicknesses of Mu-metal sheets using traditional manufacturing techniques such as rolling, bending, cutting, casting, etc. This research shows the experimental procedure of manufacturing magnetic shields additively with laser powder bed fusion technology to replace conventional manufacturing methods of magnetic shields.

Keywords: laser powder bed fusion, additive manufacturing, Mu-Metal, magnetic shields

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1 Dynamic Model for Forecasting Rainfall Induced Landslides

Authors: R. Premasiri, W. A. H. A. Abeygunasekara, S. M. Hewavidana, T. Jananthan, R. M. S. Madawala, K. Vaheeshan

Abstract:

Forecasting the potential for disastrous events such as landslides has become one of the major necessities in the current world. Most of all, the landslides occurred in Sri Lanka are found to be triggered mostly by intense rainfall events. The study area is the landslide near Gerandiella waterfall which is located by the 41st kilometer post on Nuwara Eliya-Gampala main road in Kotmale Division in Sri Lanka. The landslide endangers the entire Kotmale town beneath the slope. Geographic Information System (GIS) platform is very much useful when it comes to the need of emulating the real-world processes. The models are used in a wide array of applications ranging from simple evaluations to the levels of forecast future events. This project investigates the possibility of developing a dynamic model to map the spatial distribution of the slope stability. The model incorporates several theoretical models including the infinite slope model, Green Ampt infiltration model and Perched ground water flow model. A series of rainfall values can be fed to the model as the main input to simulate the dynamics of slope stability. Hydrological model developed using GIS is used to quantify the perched water table height, which is one of the most critical parameters affecting the slope stability. Infinite slope stability model is used to quantify the degree of slope stability in terms of factor of safety. DEM was built with the use of digitized contour data. Stratigraphy was modeled in Surfer using borehole data and resistivity images. Data available from rainfall gauges and piezometers were used in calibrating the model. During the calibration, the parameters were adjusted until a good fit between the simulated ground water levels and the piezometer readings was obtained. This model equipped with the predicted rainfall values can be used to forecast of the slope dynamics of the area of interest. Therefore it can be investigated the slope stability of rainfall induced landslides by adjusting temporal dimensions.

Keywords: factor of safety, geographic information system, hydrological model, slope stability

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