Behavior of Wide Shallow RC Beams Strengthened with CFRP Reinforcement

著录项

• 来源
  《Journal of Composites for Construction》 |2012年第4期|p.418-429|共12页
• 作者

  Abdulaziz I. Al-Negheimish; Ahmed K. El-Sayed; Rajeh A. Al-Zaid; Ahmed B. Shuraim; Abdulrahman M. Alhozaimy;

  展开▼
• 作者单位

  Dept. of Civil Engineering and Center of Excellence in Research of Engineering Materials (CEREM), King Saud Univ., P.O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia;

  Center of Excellence for Concrete Research and Testing, Dept. of Civil Engineering, King Saud Univ., P. O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia;

  Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia;

  Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia;

  Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia;

  展开▼
• 收录信息
• 原文格式 PDF
• 正文语种 eng
• 中图分类
• 关键词

  concrete beams; flexure; fiber reinforced polymers; debonding; predictions;

  机译：混凝土梁;弯曲纤维增强聚合物;脱胶预测;