Experimental Investigation of the Behavior of a Lattice Steel Column Repaired with Pultruded GFRP Profiles

Author:

Zhan Yang1,Wu Gang2,Yang Li-Sheng3

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, School of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, School of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China (corresponding author).

3. Engineer, Jiangsu Electric Power Design Institute, 59-3 Suyuan Rd., Nanjing 211102, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Latticed structures: State-of-the-art report;ASCE Task Committee;J. Struct. Eng.,1976

2. ASTM. (2005). “Standard test method for shear properties of composite materials by the V-notched beam method.” D5379/D5379M-05 West Conshohocken PA.

3. ASTM. (2007). “Standard test method for flexural properties of polymer matrix composite materials.” D7264/D7264M-07 West Conshohocken PA.

4. ASTM. (2009). “Standard test method for compressive properties of polymer matrix composite materials using a combined loading compression (CLC) test fixture.” D6641/D6641M-09 West Conshohocken PA.

5. ASTM. (2010). “Stand test method for tensile properties of reinforced thermosetting plastics using straight-sided specimens.” D5083-10 West Conshohocken PA.

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