Shear behavior of geopolymer concrete panels under diagonal tensile stresses

2020 ◽  
Vol 212 ◽  
pp. 110518
Author(s):  
Jhon Cárdenas-Pulido ◽  
Juan C. Reyes ◽  
Julián Carrillo ◽  
Fernando Ramírez
Keyword(s):  
Shear Behavior ◽  
Geopolymer Concrete ◽  
Tensile Stresses ◽  
Concrete Panels

scholarly journals Characterization of the shear behavior of Z-shaped steel plate connectors used in insulated concrete panels

PCI Journal ◽  
2016 ◽  
Vol 61 (2) ◽  
pp. 23-37 ◽  
Author(s):  
Nabi Goudarzi ◽  
Yasser Korany ◽  
Samer Adeeb ◽  
Roger Cheng
Keyword(s):  
Steel Plate ◽  
Shear Behavior ◽  
Concrete Panels

scholarly journals Effect of recycled concrete aggregate on the shear behavior of reinforced concrete panels

◽  
2019 ◽  
Author(s):  
Huan Zhang ◽  
◽  
Katie Kuder ◽  
Dawn Lehman ◽  
Paolo Calvi ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Shear Behavior ◽  
Recycled Concrete ◽  
Concrete Aggregate ◽  
Recycled Concrete Aggregate ◽  
Concrete Panels

One-Way Shear Behavior of Lightweight Concrete Panels Reinforced with GFRP Bars

2012 ◽  
Vol 16 (1) ◽  
pp. 2-9 ◽  
Author(s):  
Chris P. Pantelides ◽  
Brandon T. Besser ◽  
Ruifen Liu
Keyword(s):  
Lightweight Concrete ◽  
Shear Behavior ◽  
Concrete Panels ◽  
Gfrp Bars

Experimental and numerical investigation of blast resistant capacity of high performance geopolymer concrete panels

2019 ◽  
Vol 171 ◽  
pp. 9-19 ◽  
Author(s):  
Qingfei Meng ◽  
Chengqing Wu ◽  
Yu Su ◽  
Jun Li ◽  
Jian Liu ◽  
...  
Keyword(s):  
Numerical Investigation ◽  
High Performance ◽  
Geopolymer Concrete ◽  
Concrete Panels

Shear Behavior of Geopolymer Concrete Beams Reinforced with GFRP Bars

2017 ◽  
Vol 114 (2) ◽  
Author(s):  
Ginghis B. Maranan ◽  
Allan C. Manalo ◽  
Brahim Benmokrane ◽  
Warna Karunasena ◽  
Priyan Mendis
Keyword(s):  
Concrete Beams ◽  
Shear Behavior ◽  
Geopolymer Concrete ◽  
Gfrp Bars

Effect of GFRP Shear Ties on Shear Behavior of Interfaces between Precast Concrete Panel and Extruded Polystyrene Special Insulation

2013 ◽  
Vol 658 ◽  
pp. 46-49 ◽  
Author(s):  
Seok Joon Jang ◽  
Young Chan You ◽  
Hyun Do Yun
Keyword(s):  
Precast Concrete ◽  
Shear Behavior ◽  
Shear Connector ◽  
Test Results ◽  
Composite Action ◽  
Shear Connectors ◽  
Concrete Panels ◽  
Glass Fiber Reinforced ◽  
Shear Performance ◽  
Embedment Length

This paper describes the test results on the direct shear behavior of glass-fiber reinforced polymer (GFRP) shear tie reinforced interfaces between precast concrete sandwich panels (PCSP) and extruded polystyrene (XPS) insulations. The insulated PCSP consists of two concrete panels with 100mm or 80mm thick insulation between inner/outer concrete panel layers. In order to achieve composite action concrete panels are connected by corrugated GFRP shear connector. In this study, three types of couple replicate insulated PCSP with different embedment length of GFRP shear connector were made and loaded in push-out. The test results indicated that the reinforcement of GFRP shear ties for interface between PCSP and XPS insulation improves initial and post-peak shear performance of insulated PCSPs. These phenomena are remarkable for XPS insulated PCSPs with larger embedment length of GFRP shear connectors.

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