Stress Distribution Around the Boundary of a Rectangular Opening Anchored with PS Tendons
スポンサーリンク
概要
- 論文の詳細を見る
Stresses around the boundary of a rectangular opening anchored with PS tendons of the precast concrete panel construction are investigated by theory of two dimentional elasticity.<BR>In the case the opening is large, the anchoring of tendons at the boundary cannot be avoided. Then, the high stress concentration is found at the corners of the rectangular opening and is of great importance in engineering practice.<BR>The results of photoelastic experiment and B.E.M. calculation are compared with the theoretical solution.
- 日本実験力学会の論文
日本実験力学会 | 論文
- 複数縁き裂の応力拡大係数の干渉効果(中央部き裂のKと各き裂のK,K_について)
- 複数縁き裂の応力拡大係数の干渉効果について : 一様引張りを受ける帯板で中央縁き裂に存在するK_Iのコースティックス法による解
- 複数縁き裂の応力拡大係数の干渉効果(中央部き裂のKと各き裂のK,K_について)
- 複数縁き裂の応力拡大係数の干渉効果(中央部き裂のKと各き裂のK,K_について)
- 複数縁き裂の応力拡大係数の干渉効果(中央部き裂のKと各き裂のK,K_について)