Meshfree Sequentially Linear Analysis of Concrete

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...

Analysis of Linear Two-Dimensional Equations by Hermitian Meshfree Collocation Method

Meshfree Collocation Method is used to solve linear two-dimensional problems. This method differs from weak form methods such as Galerkin method and no cellular networking and no numerical  integration. Therefore, this method has no constraints such as the integration accuracy and the integration CPU time, and equations can be isolated directly from the strong form of governing PDE. The fundame...

Sequentially Continuous Linear Mappings in Constructive Analysis

Cdmtcs Research Report Series Sequentially Continuous Linear Mappings in Constructive Analysis Sequentially Continuous Linear Mappings in Constructive Analysis

Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures

A meshfree method for nonlinear analysis of two-dimensional reinforced concrete structures subjected to monotonic static loading is presented. The concrete model is implemented in the context of the smeared rotating crack approach. The stress-strain relationship for steel bars accounts for the surrounding concrete bonded to the bar (tension stiffening effect). The principle of virtual work (var...