Applications of Finite Element Analysis in Structural Engineering
Advances in the field of computer aided engineering during the last two decades have been quite extensive and have led to considerable benefits to many engineering industries. In the building industry, use of advanced finite element tools has not only allowed the introduction of innovative and efficient building products, but also the development of accurate design methods. High performance computing facilities and advanced finite element programs are now available for research and development activities in many universities in collaboration with industries. In this paper, four examples of successful applications of advanced computer tools are presented and discussed. The structural performance of steel cladding systems, innovative hollow flange beams, plasterboard lined cold-formed steel stud walls and an innovative cold-formed steel building system was accurately simulated by finite element models and thus considerably reduced the number of time consuming and expensive large scale experiments required. Both local and overall failures of various building components were investigated. New design rules, structurally improved and optimized building products and systems, and simplified behavioural and computer models were developed. This paper presents a summary of the four detailed investigations using advanced finite element tools, and selected results.
Exploiting Visual Language Technologies in Structural Analysis
In this paper we propose a visual language based framework to effectively tackle the problem of software based structural analysis in different application domains. In particular, the framework includes grammar based parser generation modules to easily adapt structural analysis software packages to evolving standards of specific application domains. Moreover, it includes visual analytics paradigms to enhance the software based structural analysis processes. To demonstrate the feasibility of the proposed framework we have implemented some of its modules and instantiated them in the context of the evaluation of earthquake-resistant masonry buildings.
Evaluation of buckling load and dynamic performance of steel shear wall retrofitted with strips made of shape memory alloy
One of the most imperfections of the steel shear wall is out of plane displacements that cause severe damage in both structural and non-structural elements. In this paper, the effects of shape-memory alloys on steel shear walls are investigated. First, a numerical analysis using the finite element method in ABAQUS software has been carried out according to an experimental test. The results of the numerical analysis have been verified with experimental results. Next, shape-memory alloy fibers have been added vertically and horizontally to various parts of the steel shear wall. The results show that retrofitting with the shape-memory alloy reduces the out-of-plane displacement of the steel shear wall under both cyclic and seismic loadings. Besides, the buckling load in the steel shear wall increases when it is retrofitted with the shape-memory alloy. Also, the total out-of-plane movement (accumulated absolute displacements) of the steel shear wall and non-structural damage are controlled by the characteristic of a shape-memory alloy material called “super-elastic”.