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The influence of aging on buckle strength loss in AA5182-H48 for beverage can ends

Kokoszka Paweł, Milenin Andrij

Computer Methods in Materials Science

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2023

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Vol. 23, No. 4

5--17

EN

The paper examines the influence of aging on buckling strength loss for aluminum alloy 5182 beverage can ends. In the experimental study, aging took place naturally and artificially. For the buckling strength testing, a special experimental technique was used, which was based on measuring the internal pressure leading to the destruction of the beverage can ends. The experimental results show that the beverage can ends indicate a significant time-dependent buckle strength loss. For example, a year of aging can end at 20°C leading to a decrease in its strength by 5%. Half of this decrease occurs in the first 3–4 weeks. The aging phenomenon also got worse with increasing temperature. It has been found that increasing the aging temperature to 40°C results in an 8% reduction in buckling strength after 4 weeks of aging. The whole life cycle, from its production to the processes it undergoes and storage time, was analyzed. At the same time, tests were carried out for both the input material and the product itself. On this basis, the mechanical properties and their change depending on time or temperature were examined. All specimens made from can end stock (CES) were also found to not show the same drop of mechanical properties as for the buckling of finished ends. The obtained experimental allowed the development of an empirical mathematical model that makes it possible to predict the buckling strength of the can end depending on the conditions of aging and temperature of testing. The present study showed the importance of temperature conditions used in can filling lines in the determination of resistance to changes in buckling for the ends.

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Assessment of buckling behaviour on an FPSO deck panel

Ozguc Ozgur

Polish Maritime Research

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2020

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nr 3

50--58

EN

Stiffened plates are the main structural building block in ship and offshore hulls and their structural response subject to loads is a topic of significant practical interest in ship and offshore structural design. To investigate the structural capacity for design and evaluation purposes, it is becoming an efficient and reliable practice to carry out non-linear finite element (FE) analysis. The present study is to assess the buckling strength of a stiffened deck panel on an FPSO vessel using the nonlinear finite element code ADVANCE ABAQUS, where imperfection sensitivity work is also accounted for. The cases studied correspond to in-plane bi-axial compression in the two orthogonal directions. The findings are compared with the DNVGL PULS (Panel Ultimate Limit State) buckling code for the stiffened panels. It is found that the strength values from the ADVANCE ABAQUS and DNVGL PULS code are very close. The results and insights developed from the present work are discussed in detail.

3

Stateczność techniczna stalowych konstrukcji prętowych w ujęciu eurokodowej metody ogólnej

Giżejowski M., Stachura Z.

Inżynieria i Budownictwo

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2016

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R. 72, nr 2

82--90

PL

Przedstawiono zagadnienia projektowania elementów prętowych i prętowych konstrukcji stalowych na podstawie tzw. eurokodowej metody ogólnej. Skoncentrowano się na zagadnieniach projektowania elementów ściskanych oraz ściskanych z wyboczeniem giętnym w płaszczyźnie jednokierunkowego zginania. Przedstawiono przykład liczbowy i wnioski wynikające z analiz uwzględniających różne założenia projektowe.

EN

Aspects of design of steel structural members and whole structures composed of members are dealt with in relation to the so-called Eurocode’s general method. Problems of design verification criteria of compressed members and members subjected to compression as well as one way bending with in-plane buckling are focused on. Design example and concluding remarks yielding from the analyses performed with different assumptions are presented.