They also show that the mechanical buckling behavior of such structures is significantly influenced by the plate aspect ratio, the length-to-thickness ratio, radius-to-thickness ratio, boundary conditions, power law index as well as the carbon nanotubes profiles and their volume fractions.
A series of code designed steel plate shear walls (SPSWs) with different aspect ratios and number of stories are numerically analyzed to investigate different aspects of the behavior of such SPSWs, particularly with regard to the wall/frame contributions.
In this paper, for the first time the application of corrugated plates as the web of steel coupling beams (rather than flat web and its stiffeners) is studied as a proposition for improving seismic behavior of such beams.
The rheological behaviors of such polymer/fibrous clay nanocompostie samples were investigated by an ARES rheometer with parallel plate geometry.
While the behavior of structures such as beams and plates is generally understood, a large number of industrial structures are bolted assemblies of many components with connections that are not well understood.
The tower has been modeled with 8-nodes 4093 plate elements (QUAD8) that can better describe the behavior of thick plates like the ones here considered (Fig. 2); such shell element is a quadrilateral element which assumes as nodes the four corners and other four extra nodes along the four edges.
By such an analysis it is intended to form an opinion about elastic plastic behavior of laminated plates used in engineering problems associated with structural designs.
Different factors governing structural behavior of corroded stiffened plates are investigated, such as corrosion degradation level, material properties, initial imperfections and boundary conditions.
Also, the bending and vibration behaviors of trapezoidal plates with such a distribution pattern are more sensitive to the GPL weight fraction and plate geometry compared to the other distribution patterns.
