Interface shear resistance of clustered shear connectors for precast concrete bridge deck systems

2018 ◽  
Vol 160 ◽  
pp. 195-211 ◽  
Author(s):  
Raed Tawadrous ◽  
George Morcous
PCI Journal ◽  
2011 ◽  
Vol 56 (3) ◽  
pp. 43-59 ◽  
Author(s):  
Sean R. Sullivan ◽  
Carin L. Roberts-Wollmann ◽  
Matthew K. Swenty

2019 ◽  
Vol 24 (6) ◽  
pp. 04019051
Author(s):  
Raed Tawadrous ◽  
George Morcous ◽  
Marc Maguire

2006 ◽  
Vol 306-308 ◽  
pp. 1355-1360 ◽  
Author(s):  
Hyung Joong Joo ◽  
Seung Sik Lee ◽  
Soon Jong Yoon ◽  
Ju Kyung Park ◽  
Seok Goo Youn

Feasibility study on the use of newly developed FRP and concrete composite bridge deck system is conducted. To lengthen the service life of bridge deck, the steel-free bridge deck system is developed. In this deck system, shear connectors between FRP module and concrete are utilized and structural behavior of shear connectors is investigated experimentally. The result of an investigation reveals that the system is promising.


PCI Journal ◽  
2003 ◽  
Vol 48 (4) ◽  
pp. 92-103 ◽  
Author(s):  
Mohsen A. Issa ◽  
Cyro L. Ribeiro do Valle ◽  
Hiba A. Abdalla ◽  
Shahid Islam ◽  
Mahmoud A. Issa

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