Comparing Testing Methods of Partially Composite Sandwich Wall Panel Glass Fiber–Reinforced Polymer Connectors

Author:

Syndergaard Parker1,Tawadrous Raed2ORCID,Al-Rubaye Salam3,Maguire Marc4ORCID

Affiliation:

1. Engineer, Calder Richards Structural Consulting Engineers, 634 400 W, Salt Lake City, UT.

2. Senior Structural Engineer, EConstruct, Florida, Orlando, FL. ORCID: .

3. Graduate Research Assistant, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, 1110 S 67th St., Omaha, NE 68182.

4. Assistant Professor, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, 1110 S 67th St., Omaha, NE 68182 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference33 articles.

1. Al-Rubaye S. 2017. “Experimental and simplified analytical investigation of full-scale sandwich panel walls.” Accessed December 25 2019. https://digitalcommons.usu.edu/etd/6825.

2. Evaluating Elastic Behavior for Partially Composite Precast Concrete Sandwich Wall Panels

3. Al-Rubaye, S., T. Sorensen, and M. Maguire. 2017. “Investigating composite action at ultimate for commercial sandwich panel composite connectors.” In PCI Convention and National Bridge Conf. Cleveland: Precast/Prestressed Concrete Institute.

4. Generalized beam–spring model for predicting elastic behavior of partially composite concrete sandwich wall panels

5. ASTM. 2018a. Standard test method for compressive strength of cylindricalconcrete specimens. ASTM C39/C39M-18. West Conshohocken, PA: ASTM.

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