Modelling dynamic failure of concrete with meshfree methods

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Title Meshfree Sequentially Linear Analysis of Concrete

3 New meshfree method employing the Node-based Smoothed Point Interpolation Method 4 (NS-PIM) is presented as an alternative to the non-linear finite element approach for concrete 5 members. The non-linear analysis is replaced by sequentially linear analyses (SLA), and 6 smeared, fixed concrete cracking model was used. A notched concrete beam was employed 7 for validation. Using a crack band wi...

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Meshfree methods are the topic of recent research in many areas of computational science and approximation theory. These methods come in various flavors, most of which can be explained either by what is known in the literature as radial basis functions (RBFs), or in terms of the moving least squares (MLS) method. Over the past several years meshfree approximation methods have found their way in...

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ژورنال

عنوان ژورنال: International Journal of Impact Engineering

سال: 2006

ISSN: 0734-743X

DOI: 10.1016/j.ijimpeng.2005.02.008