Experimental Research on the New Method of Complex Reinforcement for Steel Beam

Lian Guang Jia; Li Zhe Hou

doi:10.4028/www.scientific.net/AMR.163-167.3629

Paper Titles

Bearing Behavior of Steel Foot Pipe in Tunnel on Soft Base
p.3604

Flexural Behavior and Ductility of Concrete Beams Strengthened with Near-Surface Mounted GFRP Bars
p.3610

Experimental Study on the Steel Bar/Wire Mesh Reinforced Preplaced Aggregate Concrete Composite Strengthening of Concrete Square Columns
p.3615

Prediction of Bond Strength of FRP-Concrete Based on Multiple Linear Regression Method
p.3623

Experimental Research on the New Method of Complex Reinforcement for Steel Beam
p.3629

Experimental Study on Flexural Performances of Concrete Beams Strengthened with Near-Surface Mounted (NSM) FRP Reinforcement
p.3634

On the Soil-Structure Interaction Numerical Study of Strengthening Design of Sluice within Mining Subsidence Areas
p.3640

Applications of Muti-Ribbed Walls in the Strengthening of Masonry Structures with Bottom Frame
p.3645

Reinforcement Method with CFRP in Longmen Grottoes Plank Way Slab
p.3649

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Experimental Research on the New Method of Complex...

Experimental Research on the New Method of Complex Reinforcement for Steel Beam

Abstract:

A new type of complex reinforcement method for steel structure seldom used in pratical engineering mainly due to lack of theoretic and experimental support. The experiment with this method for H-section steel beams and the results of that are introduced in this paper. The mechanical properties of the steel and CFRP material are given. The carrying capacity and the load-displacemengt curves of each specimen beams are obtained as well as the stress and strain of every feature points on the middle cross section of the beams. The results may provided reference for practical engineering.