Schematic Drill Pier Pile Shaft

2
 2D or 6D Nonlinear p-y element Nonlinear Fiber Nonlinear p-y element Nonlinear Fiber Beam-Column Element Drag Closure Plastic Elastic Damper Pile Node Near field Plastic Response Far-field Elastic 7 Steel Fibers 36 Unconfined Concrete Fibers Response Concrete Fibers 48 Confined Core Beam-Column Element 6 Elements at 1D o.c. = 6D = 7.5D 5 Elements at 1.5D o.c. Compression  Axial control Ground Level V Pile Shaft Extended P  Figure 2.2 General schematic of the finite element (FE) model used for the BNWF analyses using the nonlinear fiber beam-column element and the nonlinear p-y element.

Transcript of Schematic Drill Pier Pile Shaft

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2D or 6D

Nonlinear p-y element 

Nonlinear Fiber 

Nonlinear p-y element 

Nonlinear Fiber Beam-Column Element 

Drag 

Closure

Plastic  Elastic 

Damper 

Pile Node

Near field 

Plastic Response

Far-field Elastic 

7 Steel Fibers

36 Unconfined 

Concrete Fibers

Response

Concrete Fibers

48 Confined Core

Beam-Column Element 

6 Elementsat 1D o.c.

= 6D

= 7.5D

5 Elementsat 1.5D o.c.

Compression

 Axial 

control 

Ground Level 

V 

Pile Shaft Extended 

P 

 

Figure 2.2 General schematic of the finite element (FE) model used for the BNWF analyses

using the nonlinear fiber beam-column element and the nonlinear p-y element.


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