2011年
緩い平面状の砂谷における固定主応力軸を仮定した応力解析解:積み上げ形状による主応力軸を完全記憶した平面状砂谷の応力解析解
理論応用力学講演会 講演論文集
- ,
- 巻
- 60
- 号
- 0
- 開始ページ
- 221
- 終了ページ
- 221
- 記述言語
- 日本語
- 掲載種別
- DOI
- 10.11345/japannctam.60.0.221.0
- 出版者・発行元
- 日本学術会議 「機械工学委員会・土木工学・建築学委員会合同IUTAM分科会」
A sand valley is a conjugate problem of sand heap. A typical geometry of planar valley under constant unit weight lying at the angle of repose is illustrated by two adjacent infinite sand heaps. The rigid body of infinite depth of cohesionless material is considered in two-dimensional quasi-static equilibrium. This study reveals the solutions according to a particular description of stress paths where the principal stress orientation provides additional equation to the two equilibrium equations for analyzing three unknowns of stress variables. Closed-form stress solutions for loose sand valley formed at the angle of repose in the planar two-dimension were derived based on the fixed principal axis hypothesis using the Lamé-Maxwell equations of equilibrium. Paths of principal stresses describe self-weight transfer mechanism under the static equilibrium.
- リンク情報
- ID情報
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- DOI : 10.11345/japannctam.60.0.221.0
- CiNii Articles ID : 130004604777