Flexural strengthening of RC beams using textile reinforced mortar - Experimental and numerical study

著录项

• 来源
  《Composite Structures》 |2013年第3期|40-55|共16页
• 作者

  Hussein M. Elsanadedy; Tarek H. Almusallam; Saleh H. Alsayed; Yousef A. Al-Salloum;

  展开▼
• 作者单位

  Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia,On leave from the Department of Civil Engineering, Helwan University, Cairo,Egypt;

  Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;

  Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;

  Specialty Units for Safety & Preservation of Structures, Department of Civil Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia;

  展开▼
• 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
• 原文格式 PDF
• 正文语种 eng
• 中图分类
• 关键词

  textile reinforced mortar; concrete beams; flexural strengthening; finite element modeling;

  机译：纺织增强砂浆;混凝土梁;抗弯加固;有限元建模;