ibrabbas7

Prof. Dr. Ibrahim A. Abbas

Professor - Department of Mathematics

Faculty of science

Address: Sohag University, Egypt.

307

Like
10 50 85 201 5 17 15.1K 30.2K
276

Newly Added
  • Courses 10
  • Course Supplements 50
  • Courses Tasks 85
  • Publications 201
  • Office hours 5
  • Announcements 17
  • File uploaded 63
  • Downloaded Times 2494

Publications Which contain the keyword: flexural and shear deformation

Evaluation of Flexural and Shear Stiffness of Concrete Squat Walls Reinforced with Glass-Fiber-Reinforced-Polymer (GFRP) Bars

2018-10-29 15:46:51 Keywords concrete squat walls, flexural and shear deformation, glass fiber-reinforced polymer, seismic resistance, stiffness,
Evaluation of Flexural and Shear Stiffness of Concrete Squat Walls Reinforced with Glass-Fiber-Reinforced-Polymer (GFRP) Bars
Estimating the flexural and shear stiffness of concrete squat walls reinforced with glass fiber-reinforced polymer (GFRP) bars is important to evaluate lateral displacement. To address this issue, five full-scale concrete squat walls, including four reinforced with GFRP bars and one reinforced with steel bars, were tested to failure under quasi-static reversed cyclic lateral loading. Decoupling flexural and shear deformations of ... Read more

ASSESSMENT OF STRENGTH, STIFFNESS, AND DEFORMATION CAPACITY OF CONCRETE SQUAT WALLS REINFORCED WITH GFRP BARS

2018-10-29 16:49:46 Keywords Squat walls, Concrete, GFRP bars, concrete squat walls, Seismic, Hysteretic response, sliding shear, residual displacement, Web reinforcement, flexural and shear deformation, stiffness,
ASSESSMENT OF STRENGTH, STIFFNESS, AND DEFORMATION CAPACITY OF CONCRETE SQUAT WALLS REINFORCED WITH GFRP BARS
The present study addressed the feasibility of reinforced-concrete squat walls totally reinforced with GFRP bars to attain reasonable strength and drift requirements as specified in different codes. Nine large-scale squat walls with aspect ratio (height to length ratio) of 1.33— one reinforced with steel bars (as reference specimen) and eight totally reinforced with GFRP bars—were constructed and tested to failure ... Read more

  • «
  • 1
  • »