Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders-Reference-Cited by-同舟云学术

Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders

Author:

Liu Jiadaren¹^ORCID,Wu Zhaohan²^ORCID,Huang Liying³,Cruz-Noguez Carlos⁴,Li Yong⁴,Alexander John⁵,Tomlinson Douglas⁶^ORCID

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, McGill Univ., Montreal, QC, Canada H3A 0C3. ORCID: .

2. Bridge Engineer, AECOM, Edmonton, AB, Canada T5S 0C2. ORCID: .

3. Structural Engineer, Associated Engineering, Edmonton, AB, Canada T5J 5C6.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9.

5. Director of Bridge Engineering, Alberta Ministry of Transportation, Edmonton, AB, Canada T6B 2X3.

6. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

Reference35 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. Alberta Transportation. 2008. Bridge inspection & maintenance system-inspection manual. Edmonton, AB: Alberta Transportation.

3. Alberta Transportation. 2019. Bridge standard drawings (S-1310-88). Edmonton, AB: Alberta Transportation.

5. ASTM. 2014a. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39M-14. West Conshohocken, PA: ASTM.