AN EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS WITH GFRP BARS AND RECYCLED COARSE AGGREGATE

ULTIMATE STRENGTH OF SINGLE SHEAR BOLTED CONNECTIONS WITH COLD-FORMED FERRITIC STAINLESS STEEL

A NUMERICAL STUDY ON BLOCK SHEAR STRENGTH OF CHANNEL FOUR-BOLTED CONNECTIONS FABRICATED WITH AUSTENITIC STAINLESS STEEL

BLOCK SHEAR BEHAVIORS OF ANGLE TWO-BOLTED CONNECTIONS WITH AUSTENITIC STAINLESS STEEL-EXPERIMENT AND FINITE ELEMENT ANALYSIS

EXPERIMENTAL STUDY ON ULTIMATE BEHAVIORS OF ALUMINUM ALLOY SINGLE SHEAR FOUR BOLTED CONNECTIONS ACCORDING TO PLATE THICKNESS

INFLUENCE OF MICROSTRUCTURE DIFFERENCE OF STAINLESS STEELS ON THE STRENGTH AND FRACTURE OF BOLTED CONNECTIONS

BLOCK SHEAR STRENGTH OF SINGLE SHEAR FOUR BOLTED CONNECTIONS WITH ALUMINUM ALLOYS  EXPERIMENT AND DESIGN STRENGTH COMPARISON

CURLING EFFECT ON STRUCTURAL BEHAVIORS OF SINGLE SHEAR TWO-BOLTED CONNECTIONS WITH AUSTENITIC STAINLESS STEEL

INVESTIGATION ON ULTIMATE STRENGTH AND CURLING INFLUENCE OF CHANNEL FOUR-BOLTED CONNECTIONS IN AUSTENITIC STAINLESS STEEL

NUMERICAL INVESTIGATION ON STRUCTURAL BEHAVIOUR AND CURLING INFLUENCE OF ALUMINUM ALLOY BOLTED CONNECTIONS