Three-dimensional element configurations for the discontinuous enrichment method for acoustics

2008 ◽  
Vol 78 (11) ◽  
pp. 1261-1291 ◽  
Author(s):  
Eran Grosu ◽  
Isaac Harari
Author(s):  
Farhad Behnamfar ◽  
Esmail Shakeri ◽  
Akbar Makhdoumi

Composite shear wall is a structural component consisting of a steel plate connected using shear tabs to a reinforced concrete cover. The steel plate provides for stiffness, strength, and ductility and the concrete cover prevents the steel plate from buckling. In this paper, effects of steel plate's thickness, compressive strength and thickness of the concrete cover and spacing of the shear tabs on the characteristics of the wall in nonlinear lateral behaviour are evaluated and a macromodel substitute for the wall is developed. The macromodel is a generic lateral force-displacement rule for the wall with its characteristics as developed in this paper. Practical ranges of values are accounted for the parameters involved. Such an approach makes it possible to replace the very complicated and time-consuming three-dimensional model of the composite wall with a simple one-dimensional element following the nonlinear lateral force-displacement path as given in this paper.


2012 ◽  
Vol 594-597 ◽  
pp. 2158-2161 ◽  
Author(s):  
Tao Cheng ◽  
Ke Qin Yan

In this paper, the thermal stress characteristics of polystyrene plate - thin plaster wall are present. A three-dimensional element is selected to mesh the wall model, which can simulate the coupling effects of thermal stress and structural stress field. Thermal stress and deformation distribution are proposed after comparing and analyzing the two simulation results. Numerical simulation results indicate that: (1) Polystyrene plates thin plaster wall insulation system has very good thermal insulation properties;(2) Different stress fields concentrate significantly around windows and in the middle of wall especially around the windows. (3) The deformation of the polystyrene plate - thin plaster wall insulation system reach the maximum at the edge of the wall while the minimum in central.


2016 ◽  
Vol 16 (3) ◽  
pp. 04015074 ◽  
Author(s):  
Zhennan Zhang ◽  
Deyong Wang ◽  
Xiurun Ge ◽  
Hong Zheng

Sign in / Sign up

Export Citation Format

Share Document