Mechanical Response of Timber Beams Strengthened with Variable Amounts of CFRP and Bamboo Scrimber Layers-Reference-Cited by-同舟云学术

Mechanical Response of Timber Beams Strengthened with Variable Amounts of CFRP and Bamboo Scrimber Layers

Author:

Wei Yang¹^ORCID,Chen Si²,Tang Shuaifeng³,Peng Donglin³,Zhao Kang⁴^ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, China (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, China.

3. Dept. of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, China.

4. Ph.D. Candidate, Dept. of Civil Engineering, Nanjing Forestry Univ., 159 Longpan Rd., Nanjing 210037, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

Reference54 articles.

3. ASTM. 2009. Standard test methods for small clear specimens of timber. ASTM D143-09. West Conshohocken, PA: ASTM.

4. ASTM. 2017. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039/D3039 M-17. West Conshohocken, PA: ASTM.

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