STEEL-CONCRETE COMPOSITE PLATES WITH FLEXIBLES SHEAR CONNECTORS.

1972 ◽  
Vol 53 (3) ◽  
pp. 557-568 ◽  
Author(s):  
JL CLARKE ◽  
CT MORLEY
Materials ◽  
2019 ◽  
Vol 12 (4) ◽  
pp. 598 ◽  
Author(s):  
Hoang-Nam Nguyen ◽  
Tan-Y. Nguyen ◽  
Ke Tran ◽  
Thanh Tran ◽  
Truong-Thinh Nguyen ◽  
...  

Triple-layered composite plates are created by joining three composite layers using shear connectors. These layers, which are assumed to be always in contact and able to move relatively to each other during deformation, could be the same or different in geometric dimensions and material. They are applied in various engineering fields such as ship-building, aircraft wing manufacturing, etc. However, there are only a few publications regarding the calculation of this kind of plate. This paper proposes novel equations, which utilize Mindlin’s theory and finite element modelling to simulate the forced vibration of triple-layered composite plates with layers connected by shear connectors subjected to a moving load. Moreover, a Matlab computation program is introduced to verify the reliability of the proposed equations, as well as the influence of some parameters, such as boundary conditions, the rigidity of the shear connector, thickness-to-length ratio, and the moving load velocity on the dynamic response of the composite plate.


1973 ◽  
Vol 55 (2) ◽  
pp. 513-515
Author(s):  
JL CLARKE ◽  
PTK LIM ◽  
CT MORLEY ◽  
KR MOFFATT

2011 ◽  
Vol 90-93 ◽  
pp. 988-993
Author(s):  
Fa Xiong Li ◽  
Jian Guo Nie ◽  
Jing Quan Zhang ◽  
Wan Heng Li

Steel-concrete composite plates are formed using steel plates connected to a concrete slabs by means of welded stud shear connectors. The flexibility of connection between the steel plates and concrete gives rise to interface slip and additional deflection. An analytical model considering slip effect for composite plate is presented in this paper. Analytical solutions for deformation of composite plate under lateral load and elastic critical buckling load of composite plate under axial compressive load are deserved. The model and the solutions are then validated by means of finite element analysis. According to the parametric study, when impact factor greater than 5, the critical buckling load of simply composite plate is close to the superposition of the critical buckling loads of steel and concrete slabs and the interaction of both slabs can be ignored.


2011 ◽  
Vol 99 (3) ◽  
pp. 305-316
Author(s):  
A. Benkhedda ◽  
E.A. Adda bedia ◽  
A. Tounsi ◽  
A. Mahi
Keyword(s):  

PCI Journal ◽  
1994 ◽  
Vol 39 (3) ◽  
pp. 40-51 ◽  
Author(s):  
Hamid Saadatmanesh ◽  
Mohammad R. Ehsani

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