塑性解析モデルの英語

次に、抽出した局部モデルの、全体モデルの残り部分との境界部を拘束して（Ｓ３）熱弾塑性解析を行い（Ｓ４）、熱弾塑性解析の解析結果を含む局部モデルを全体モデルの残り部分に貼り付けて全体モデルを再構築する（Ｓ５）。例文帳に追加

The method further includes steps of: restraining the boundary portion of the extracted local model with the residual portions of the entire model (S3); performing thermal elastic-plastic analysis (S4); and pasting the local model including the analysis result of the thermal elastic-plastic analysis to the residual portions of the entire model to re-establish the entire model (S5). - 特許庁

メッシュを生成して解析対象となる溶接構造物をモデル化し熱弾塑性解析を行う方法において、溶接構造物の全体モデルを構築し（Ｓ１）、その全体モデルから、溶接部を含む局部モデルを抽出する（Ｓ２）。例文帳に追加

A method of creating a mesh, modeling the welding structure as an analysis object and performing thermal elastic-plastic analysis, includes steps of: establishing an entire model of the welding structure (S1); and extracting a local model including the welded portion from the entire model (S2). - 特許庁

溶接残留応力解析に必要な溶接部の温度分布および温度変化を、２次元伝熱解析により求める際のモデル化に伴う誤差を低減させ、熱弾塑性解析により高精度で溶接残留応力を求めることが可能な溶接残留応力解析方法である。例文帳に追加

To provide a welding residual stress analysis method which reduces errors caused by modeling performed when temperature distributions and changes in temperature of a welded part necessary for welding residual stress analysis are found by two-dimensional heat-transfer analysis, and finds a welding residual stress with high precision by heat elastoplasticity analysis. - 特許庁

第ｋの溶接パスについて溶接が終了した後、解析モデルについて熱弾塑性解析を用いて計測温度に応じて残留応力を評価して、推定残留応力を得、推定残留応力に応じて溶接条件を変更して変更溶接条件とする。例文帳に追加

After completion of the welding for the k-th welding pass, residual stress is evaluated corresponding to the measured temperature using thermal elastoplasticity analysis relative to the analytical model, with an estimated residual stress obtained; and then, by making welding conditions variable in accordance with the estimated residual stress, variable welding conditions are set. - 特許庁

構造物モデルについて、動的非線形解析を行い、Ｌ２地震時の１次モードでの振動の卓越、構造物モデルの塑性ヒンジ発生箇所を確認し、状況に応じて高架橋構造物における杭の配筋の見直し等を行う。例文帳に追加

A dynamic nonlinear analysis of the structure model is taken to confirm predominance of vibration in primary mode during an L2 earthquake and a plastic hinge generation place of the structure model, and the bar arrangement of stakes of the elevated bridge structure is reviewed. - 特許庁