Consulting

Events

October 8-9, 2014 in Dresden (Germany)

Probabilistic methods in robustness evaluation and reliability analysis using optiSLang v4

October 28, 2014 in Böblingen (Germany)

Systematic design variations with HPC and optiSLang inside ANSYS Workbench

October 29-30, 2014 in Munich (Germany)

Basics in reliability analysis and probabilistics and their practical application

November 3-5, 2014 in Dresden (Germany)

Sensitivity analysis, optimization and calibration using optiSLang and SimulationX

November 4, 2014 in Hannover

Parametric simulation - from inspiration to optimal design

November 4-5, 2014 in Weimar (Germany)

Solutions for structural safety and reliability topics in engineering practice

November 10, 2014 in Weimar

State-of-the-art numerical simulation with optiSLang and multiPlas coupled with the Finite-Element-Programs ANSYS and LS-DYNA.

November 18-19, 2014 in Baden-Baden

Conference for simulation and testing in automotive development

News

Specialist articles/press archives RDO Journal Weimar Optimization and Stochastic...

Get more information about SoS 3.0.2 - Dynardo's software for post-processing statistical data,...

Release note optiSLang 4.1.3 more information about optiSLang 4 more information about optiSLang...

Library

Trainings

October 10, 2014 in Dresden
December 5, 2014 in Weimar

October 27-29, 2014 in Vienna
November 3-5, 2014 in Weimar (WOST 2014)

November 6, 2014 in Weimar (WOST 2014)

November 13, 2014 in Wels (Austria)

November 20-21, 2014 in Weimar

November 25-26, 2014 in Grafing

September 25, 2014 in Weimar
November 6, 2014 (WOST 2014)

November 26, 2014, Weimar

Stability analysis of dams

Displacements of load case high water
Plasticity of load case earthquake

Using ANSYS and multiPlas, Dynardo calculated the stability of dams in regard to E-DIN 19700. With Dynardo's multiPlas extensive material models for rock, soil, masonry and concrete coud be integrated. All interactions between foundation and structures were considered in 2 or 3-d models. The non-linear analysis included dead loads, service loads, structure ground interaction, coupled hydro-thermal-mechanical effects due to fluid flow, thermal loading, uplift and reservoir water pressure or earthquake loading.

The stability and serviceability were calculated in non-linear load history analyses for all important load cases including safety factors. Furthermore, the material models also allow an effective analysis for extreme load cases like load limit analysis, heavy earthquake or airplane crash analysis.

Publications:

Will, J.; Müller, U.:
Analysis of Dams Pursuant to E-DIN 19700 Using ANSYS.
20th CAD-FEM USERS' Meeting 2002, International Congress on FEM Technology, Friedrichshafen, Lake Constance, Germany, 2002