Modelling dynamic failure of concrete with meshfree methods
نویسندگان
چکیده
منابع مشابه
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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ژورنال
عنوان ژورنال: International Journal of Impact Engineering
سال: 2006
ISSN: 0734-743X
DOI: 10.1016/j.ijimpeng.2005.02.008