RESULTS

LOADSINITIAL CONDITIONS

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Weld Strength

FdAutomatically calculatesthe utilization of your weld

Identify your welds

Calculate requiredweld size

ASM

E VIII

ASM

E VIII

ASME

VIII

Div. 2 Div. 2 Div. 2

T = 0

OIL and GAS TOOLKIT

SUPPORTS

The application creates a general non-linear foundation support, and is specially designed to be used with pressure-displacement curves of soil stiness that can vary in the direction of depth

Boundary condition of a soil-structure interaction

Soil Stiness

Imprint the deformed shape of a relevant buckle modefrom one analysis, to your model in another analysis

Initial DeformationEspecially usefull in

non-linear bucling analyses

AN ACT BASED EXTENSION BY EDR&Medeso

Local FailureCheck your model for local failure

Ansys calculates and plots local failureutilization factor according to ASME VIII Div. 2, 5.3.3.

Fatigue Plot the number of cycles to failure, according to ASME VIII Div. 2, 5.5.3 Gross Yielding

Check for gross yield strain along a given failure line

according to DNV-RP-C208

High- and Low Cycle Fatigue

Plots the number of cycles to failure andaccumulated damage according toDNV-RP-C208 5.2.6 (Low Cycle Fatigue) andNDV-RP-C203 (High Cycle Fatigue)

Link S-N data to your model and plotaccumulated damage and cycles to failure

Local YieldingCheck for local yield strain on a prismatic volume according to DNV-RP-C208. The application averages the maximal principal plastic strainin the direction of maximum principal strain, and linearizes inthe other directions by the method of least square

Create multiple bolts in ONE LOAD OBJECTby either faces or edges

Simultaneously apply the same bolt pretension to multiple solid or line body bolts

Multi Bolt Pretension