Prediction of Load Capacity Behavior of Multi-Stage Formed Construction Elements

Abstract:

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The technologies for low-quantity production of sheet metal components and parts are applied mostly for thin single metal sheets. However, such technologies could also be applied as an additional procedure in multi-layer construction element production. Such individually produced construction elements must correspond to required standards, which are usually applied in serial production. Due to the immense testing work expected by custom-made production, it is reasonable to develop a methodology that would be capable of predicting the required results of an individually designed and produced construction block quickly, effectively and with minimal costs. In this investigation, a method of predicting the load capacity behavior of individual construction elements performed by incremental forming as an additional technology in multi-layer construction element production is presented. Special attention is dedicated to the definition of finite element model of a standardized four-point bending test and its correlation to real experimental results.

Info:

Periodical:

Edited by:

Jun Wang,Philip Mathew, Xiaoping Li, Chuanzhen Huang and Hongtao Zhu

Pages:

195-200

DOI:

10.4028/www.scientific.net/KEM.443.195

Citation:

A. Petek et al., "Prediction of Load Capacity Behavior of Multi-Stage Formed Construction Elements", Key Engineering Materials, Vol. 443, pp. 195-200, 2010

Online since:

June 2010

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Price:

$35.00

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