Articles

type: Journal
Title DOI Date
EFFECT OF CONCRETE STRENGTH AND GROOVE DIMENSION ON PERFORMANCE OF GROOVING METHOD TO POSTPONE DEBONDING OF FRP SHEETS IN STRENGTHENED CONCRETE BEAMS # 1391 - 11
Experimental study on effect of EBR and EBROG methods on debonding of FRP sheets used for shear strengthening of RC beams # 1391 - 11
Externally bonded reinforcement in grooves (EBRIG) technique to postpone debonding of FRP sheets in strengthened concrete beams # 1391 - 10
Grooving Method to Postpone Debonding of FRP Sheets Used for Shear Strengthening # 1391 - 07
A new DEM-based method to predict packing density of coarse aggregates considering their grading and shapes # 1391 - 07
Displacement Measurement of Bending Tests Using Digital Image Analysis Method # 1391 - 07
Effect of confining of boundary elements of slender RC shear wall by FRP composites and stirrups # 1391 - 05
Punching Shear Strengthening of Two-Way Flat Slabs with CFRP Grids # 1391 - 01
Mix design effective parameters on Gamma-ray attenuation coefficient and strength of normal and heavyweight concrete # 1390 - 12
Investigation of RC Beams Strengthened with Prestressed NSM CFRP Laminates # 1390 - 09
A Numerical Method to Predict Packing Density of Aggregates in Concrete # 1390 - 06
Performance of EBROG Method under Multilayer FRP Sheets for Flexural Strengthening of Concrete Beams # 1390 - 06
A New Test Setup for Experimental Test of RC Beams under Combined Shear and Torsion # 1390 - 06
Fixed Supports in Assessment of RC Beams Behavior Under Combined Shear and Torsion # 1390 - 06
Nonlinear Modeling of RC Beams Subjected to Torsion using the Smeared Crack Model # 1390 - 05
Elimination of Debonging of FRP Strips in Shear Strengthened beams Using Grooving Method # 1390 - 02
Experimental study of moment redistribution in RC frames strengthened with CFRP sheets # 1389 - 11
Grooving as Alternative Method of Surface Preparation to Postpone Debonding of FRP Laminates in Concrete Beams # 1389 - 09
A Procedure for Predicting the Behavior of FRP Confined Concrete Using the FE Method # 1389 - 09
CONCRETE BASIC CREEP PREDICTION BASED ON TIME TEMPERATURE EQUIVALENCE RELATION AND SHORT-TERM TESTS # 1389 - 07