Numerical Study on Compressive Concrete as a Strain Softening Material

• Kuramoto, Wataru

• Kitoh, Hiroaki

• Ohuchi, Hajime

抄録

The prediction of post peak behavior of compressive concrete is significant especially for ductility based on seismic design of reinforced concrete members. The present paper describes numerical modeling of post peak behavior of compressive concrete as a strain softening material with constitutive law based on incremental elasto plastic theory formulated in a strain space. A series of numerical parametric studies have been conducted for the existing experimental results of compressive concrete including useful post peak behavior test.

収録刊行物

• Memoirs of the Faculty of Engineering Osaka City University

  Memoirs of the Faculty of Engineering Osaka City University 50 37-44, 2009-12

  GRADUATE SCHOOL OF ENGINEERING OSAKA CITY UNIVERSITY

キーワード

• Post-Peak Behavior
• Compressive Concrete
• Strain-Softening
• Strain Space Formulation

詳細情報

• CRID: 1050001202453001344
• NII論文ID: 110007463661
• NII書誌ID: AA0073257X
• ISSN: 00786659
• Web Site: https://dlisv03.media.osaka-cu.ac.jp/il/meta_pub/G0000438repository_KJ00005814879
• 本文言語コード: en
• 資料種別: departmental bulletin paper
• データソース種別:
  • IRDB
  • CiNii Articles