A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Temporary Splice Connection
A comparison between the component‐based finite element method (CBFEM) and traditional calculation methods used in US practice for the design of a temporary splice connection subject to 6‐component multi‐axial load is presented in this chapter. There are no established traditional calculation methods for the connection. The objective of this study is to describe how an engineer might approach the problem using traditional calculations, the limitations they may encounter using the traditional calculations, and how they might use traditional calculations to gain trust in CBFEM results.
Temporary Splice Connection
A comparison between the component‐based finite element method (CBFEM) and traditional calculation methods used in US practice for the design of a temporary splice connection subject to 6‐component multi‐axial load is presented in this chapter. There are no established traditional calculation methods for the connection. The objective of this study is to describe how an engineer might approach the problem using traditional calculations, the limitations they may encounter using the traditional calculations, and how they might use traditional calculations to gain trust in CBFEM results.
Temporary Splice Connection
StatiCa, IDEA (author) / Denavit, Mark (author) / Nassiri, Ali (author) / Mahamid, Mustafa (author) / Vild, Martin (author) / Sezen, Halil (author)
2024-10-15
15 pages
Article/Chapter (Book)
Electronic Resource
English
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