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商品描述
FE-Design TOSCA V5.0 英文光碟正式版(無參數結構優化的模組化系統)
破解說明:安裝前請詳閱crack資料夾內的install.txt檔
軟體簡介:
FE-Design TOSCA V5.0 英文光碟正式版(無參數結構優化的模組化系統)
內容說明:
一款用於無參數結構優化的模組化系統。可指定任意數量的負載和邊界條件進行PE模型的拓撲和形狀
優化。不需要為模型指定參數,使用基於機械優化標準的優化演算法,使得優化更快更堅固。
TOSCA is a modular system for non-parametric structural optimization.
Topology and shape optimization of FE models with an arbitrary number of
load cases and boundary conditions can be performed with TOSCA. A
parameterization of the model is not needed, which reduces the modeling
effort and allows greater flexibility in the optimized structure. The
optimization algorithms are based upon mechanical optimality criteria,
which makes the optimization fast and robust.
Structural optimization with TOSCA is an iterative process. The structural
response of the component is calculated in each iteration with an external
FE solver. The high quality of the results is guaranteed by using approved
and accepted industry standard solvers. Further benefits for the user are
that he can work with his favorite solver in his favorite pre- and
postprocessing environment and that he does not need additional training
for a new solver. Already existing FE models can be used directly in the
optimization.
A closed development process can be achieved by the interaction of the
components of TOSCA from the first concept to the optimized geometry in
the CAD system.
破解說明:安裝前請詳閱crack資料夾內的install.txt檔
軟體簡介:
FE-Design TOSCA V5.0 英文光碟正式版(無參數結構優化的模組化系統)
內容說明:
一款用於無參數結構優化的模組化系統。可指定任意數量的負載和邊界條件進行PE模型的拓撲和形狀
優化。不需要為模型指定參數,使用基於機械優化標準的優化演算法,使得優化更快更堅固。
TOSCA is a modular system for non-parametric structural optimization.
Topology and shape optimization of FE models with an arbitrary number of
load cases and boundary conditions can be performed with TOSCA. A
parameterization of the model is not needed, which reduces the modeling
effort and allows greater flexibility in the optimized structure. The
optimization algorithms are based upon mechanical optimality criteria,
which makes the optimization fast and robust.
Structural optimization with TOSCA is an iterative process. The structural
response of the component is calculated in each iteration with an external
FE solver. The high quality of the results is guaranteed by using approved
and accepted industry standard solvers. Further benefits for the user are
that he can work with his favorite solver in his favorite pre- and
postprocessing environment and that he does not need additional training
for a new solver. Already existing FE models can be used directly in the
optimization.
A closed development process can be achieved by the interaction of the
components of TOSCA from the first concept to the optimized geometry in
the CAD system.
