Delamination failure due to excessive radial forces in curved post-tensioned concrete members has been a problematic and under-appreciated design consideration in structures such as nuclear containment facilities. I built a tool in grasshopper that

Curved Post-Tensioned Concrete

UI/UX

 Delamination failure due to excessive radial forces in curved post-tensioned concrete members has been a problematic and under-appreciated design consideration in structures such as nuclear containment facilities. I built a tool in grasshopper that

Delamination failure due to excessive radial forces in curved post-tensioned concrete members has been a problematic and under-appreciated design consideration in structures such as nuclear containment facilities. I built a tool in grasshopper that could analyze a concrete member's resistance to delamination in real time due to numerous parametric variables, such as pre-stressing force, radius of the member, and concrete strength. The tool gives engineers a sense of what design limits are possible in non-linear pre-stressed space.

Radial Forces in Curved Post-Tensioned Concrete

Radial Forces in Curved Post-Tensioned Concrete

Designs that can resist delamination are represented in green. They turn red to indicate when the concrete would fail, such as when the radius of curvature is reduced.

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Circular Curved Concrete

This is a brief video demonstration, showing how the tool automatically changes the color of the model when a failure would occur.

 I expanded the grasshopper code to create a general-case analysis, which can estimate the capacity of any curvature.

I expanded the grasshopper code to create a general-case analysis, which can estimate the capacity of any curvature.

General Curve Analysis

Here is a video demonstrating the expanded algorithm. These tools could be used in the preliminary design phase to model the stability of non-linear pre-stressed concrete in real applications.