Meshfree Sequentially Linear Analysis of Concrete
|Title:||Meshfree Sequentially Linear Analysis of Concrete||Authors:||Salam Al-Sabah, Abd
Laefer, Debra F.
|Permanent link:||http://hdl.handle.net/10197/7456||Date:||Mar-2016||Abstract:||A new, meshfree method employing the node-based, smoothed point interpolation method (NS-PIM) is presented as an alternative to the nonlinear finite-element approach for concrete members. The nonlinear analysis is replaced by sequentially linear analyses (SLA), and a smeared, fixed concrete cracking model was used. A notched concrete beam was employed for validation. Using a crack band width factor of 2.0 and 10-mm nodal spacing, the peak load differed by only 3.5% from experimental results. Overall results were similar to experimental ones, as well as to those published by researchers using finite-element SLA. The approach provides two major advantages over finite-element-based SLA: (1) nodal distortion insensitivity, and (2) nodal spacing insensitivity.||Funding Details:||European Research Council||Type of material:||Journal Article||Publisher:||American Society of Engineers||Copyright (published version):||2015 American Society of Civil Engineers||Keywords:||Mesh free method; Point interpolation method; Sequentially linear analysis; Concrete; Cracking||DOI:||10.1061/(ASCE)CP.1943-5487.0000474||Language:||en||Status of Item:||Peer reviewed|
|Appears in Collections:||Earth Institute Research Collection|
Civil Engineering Research Collection
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