scholarly journals Enhancement of Concrete Composite Decks

2018 ◽  
Author(s):  
Christopher McComb

Reinforced concrete construction and steel construction are two of the most common contemporary construction methods. Both methods make use of composite decks as floor systems and diaphragms. During the design of composite decks, the steel deck is typically disregarded when calculating the strength of the slab since shear transfer can’t be ensured. This essentially results in efficient use of material. This report presents a method for ensuring shear transfer through the use of typical sheet metal screws, driven through the corrugated steel deck and embedded in the concrete. Both experimental and analytical work support an increase in strength with the addition of embedded fasteners, and an increase in strength with the addition of synthetic reinforcing fibers.

2018 ◽  
Author(s):  
Christopher McComb ◽  
Fariborz Tehrani

Reinforced concrete construction and steel construction are two of the most common contemporary construction methods. Both methods make use of composite decks as floor systems and diaphragms. During the design of composite decks, the interaction between the steel deck and concrete slab is typically disregarded when calculating the strength of the composite di- aphragm due to lack of complete shear transfer, as existing practices such as stamping are not effective to provide substantial composite action. This conservative assumption essentially results in non-efficient use of material. This paper presents a method for ensuring shear transfer through the use of conventional sheet metal screws, driven through the corrugated steel deck and embedded in the fresh concrete. This method is proposed for use in the field between formed steel beams. Both experimental and analytical stud- ies support an increase in strength with the addition of embedded fasteners. Further, experimental results indicate an additional increase in strength with the addition of synthetic reinforcing fibers. The increase in strength with the addition of the fasteners is on the order of 100%. When fasteners are already in use, the addition of synthetic reinforcing fibers can increase strength on the order of 10%. The ultimate deflection of enhanced deck is comparable to deck tested without fasteners, but the initial stiffness of enhanced deck is much higher.


PCI Journal ◽  
1972 ◽  
Vol 17 (2) ◽  
pp. 55-75 ◽  
Author(s):  
Alan H. Mattock ◽  
Neil M. Hawkins

Author(s):  
Yasmeen Taleb Obaidat ◽  
Wasim S. Barham ◽  
Ala’ Taleb Obaidat ◽  
Khaled M. Attar

2021 ◽  
pp. 103217
Author(s):  
Omar Caballero-Garatachea ◽  
Gelacio Juárez-Luna ◽  
Manuel Eurípides Ruiz Sandoval-Hernández

1906 ◽  
Vol 56 (1) ◽  
pp. 289-396
Author(s):  
Wilbur J. Watson ◽  
Clarence W. Noble ◽  
I. Kreuger ◽  
Richard T. Dana ◽  
C. A. P. Turner ◽  
...  

2018 ◽  
Vol 7 (3.2) ◽  
pp. 370 ◽  
Author(s):  
Oleksandr Semko ◽  
Viktor Dariienko ◽  
Vitaliy Sirobaba

The calculation, modeling and experimental research of steel-concrete tubular elements made of thin-walled galvanized sheet metal and lightweight concrete have been carried out. The proposed type of structures can be used as a separate structure in the form of a column or a pillar, and one of the types of the reinforcement of a certain light structure. The basic technological and constructive requirements for manufacturing and further exploitation of structures are given. For determination of actual work’s indexes of constructions experimental research of standards are undertaken, and recommendations on adjustment of well-known calculation formulas of close constructions as for structural parameters are given. The design (modeling) was performed in MSC / Nastran software. An analysis of the proposed structures use is carried out with the corresponding conclusions. 


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