Snapback Failure Analysis for Large Scale Concrete Structures and its Application to Shear Capacity Study of Columns
スポンサーリンク
概要
- 論文の詳細を見る
A comprehensive failure analysis method for large-scale concrete structures is presented, which includes snap-back failure. Energy observation is used to describe the macroscopic mechanism of snapback occurrences and other softening failure modes. <BR>The typical snapback failures of beams and columns by shear are numerically obtained using the arc length method with selected displacement control points. The fundamental understanding of the phenomena is extended to the failure mechanism of a column where shear capacity is affected by axial force.
- 公益社団法人 日本コンクリート工学会の論文
著者
-
Itoh Atsushi
Dept. Civil Engineering, Chubu University
-
Tanabe Tada-aki
Dept. Civil Engineering, Nagoya University
-
Ueda Naoshi
M. C. Graduate School, Nagoya University
関連論文
- Functionally important domain analysis of the Nijimegen breakage syndrome gene. NBS1
- Simulation of Externally Prestressed Concrete Beams using the Deformation Compatibility of Cable
- Simulations of the Localized Failure of RC Shear Walls by FEM
- SIMULATIONS OF THE LOCALIZED FAILURE OF RC SHEAR WALLS BY FEM
- Snapback Failure Analysis for Large Scale Concrete Structures and its Application to Shear Capacity Study of Columns