An experimental study on the ultimate behaviour of simply-supported post-tensioned composite slabs

2013 ◽  
Vol 89 ◽  
pp. 293-306 ◽  
Author(s):  
Gianluca Ranzi ◽  
Safat Al-Deen ◽  
Guy Hollingum ◽  
Timothy Hone ◽  
Subo Gowripalan ◽  
...  
Keyword(s):  
Experimental Study ◽  
Simply Supported ◽  
Composite Slabs ◽  
Post Tensioned

An Experimental Study on the Service and Ultimate Behaviour of Post-tensioned Composite Slabs

2012 ◽  
Vol 18 (21) ◽  
pp. 701-708 ◽  
Author(s):  
Gianluca Ranzi ◽  
Safat Al-Deen ◽  
Brian Uy
Keyword(s):  
Experimental Study ◽  
Composite Slabs ◽  
Post Tensioned

Long-term behaviour of simply-supported post-tensioned composite slabs

2013 ◽  
Vol 88 ◽  
pp. 172-180 ◽  
Author(s):  
Gianluca Ranzi ◽  
Safat Al-Deen ◽  
Leonard Ambrogi ◽  
Brian Uy
Keyword(s):  
Simply Supported ◽  
Composite Slabs ◽  
Post Tensioned

Experimental Study of Post-Tensioned Steel Trusses with Composite Slabs

2009 ◽  
Vol 96 (13) ◽  
pp. 78-86
Author(s):  
Kanokpat Chanvaivit ◽  
John L. Dawe ◽  
Ekasit Limsuwan
Keyword(s):  
Experimental Study ◽  
Composite Slabs ◽  
Steel Trusses ◽  
Post Tensioned

Experimental study of the post tensioned prestressed concrete corbels

2016 ◽  
Vol 108 ◽  
pp. 1-11 ◽  
Author(s):  
Małgorzata Lachowicz ◽  
Krystyna Nagrodzka-Godycka
Keyword(s):  
Experimental Study ◽  
Prestressed Concrete ◽  
Post Tensioned

Experimental Study about Bearing Capacity and Deformation on Concrete Composite Slabs with Additional Bars

2013 ◽  
Vol 482 ◽  
pp. 7-10
Author(s):  
Jian Hua Cui ◽  
Chuan Yang Weng ◽  
Yun Lin Liu
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Failure Mode ◽  
Static Loading ◽  
Flexural Behavior ◽  
Flexural Properties ◽  
Effective Height ◽  
Composite Slabs

Through the experiments of four concrete composite slabs under static loading to compare their flexural properties (deflection, bearing capacity, failure mode), this paper discusses the influence of composite slabs flexural behavior on different length of additional bars and sectional effective height. The results showed that they will improve the bearing capacity effectively by reasonably increasing the sectional effective height and controlling the length of additional bars.

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