2018
DOI: 10.1016/j.tws.2018.03.015
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Experimental and numerical studies on the folding response of annular-rolled Al tube

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Cited by 19 publications
(4 citation statements)
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“…The initial elastic compressive behaviour of 3D printed materials mainly depended on the precursor polymer and the infill density. However, contrary to what was observed while testing foams, in which the crush plateau was smooth and approximately stable at a value of σ PL , the plateau region for 3D printed specimens showed features similar to those observed for aluminium tubes tested in compression [27,28]. The stress vs. strain curves revealed smooth peaks and troughs, which could be associated with the folding of the cylindrical structure in a concertina mode.…”
Section: Quasi-static Compression Testscontrasting
confidence: 80%
“…The initial elastic compressive behaviour of 3D printed materials mainly depended on the precursor polymer and the infill density. However, contrary to what was observed while testing foams, in which the crush plateau was smooth and approximately stable at a value of σ PL , the plateau region for 3D printed specimens showed features similar to those observed for aluminium tubes tested in compression [27,28]. The stress vs. strain curves revealed smooth peaks and troughs, which could be associated with the folding of the cylindrical structure in a concertina mode.…”
Section: Quasi-static Compression Testscontrasting
confidence: 80%
“…e penetrator model was modeled in Hypermesh/LS-DYNA to obtain the finite element model shown in Figure 4. e contact between the outer protective shell and the soil medium was defined by the ERODING_SURFACE_TO_SURFACE contact type, the contact type between the internal scientific instrumentations was defined by the AUTOMATIC_ SUR-FACE _TO_SURFACE contact type, and the friction coefficient was set as 0.1 [21][22][23][24][25]. e thin-walled material was aluminum alloy AA6060-T4, and the filling material was aluminum foam.…”
Section: Penetration Modelmentioning
confidence: 99%
“…Tüp yapının kendi cidarı üzerinde simetrik olmayan bir şekilde katlanması durumunda (elmas katlanma), kat geometrileri ve ortalama kuvvet değerlerinin hesaplanabileceği teorik bir çalışma Pugsley [2] tarafından * Yazışılan yazar/Corresponding author yapılmıştır. Tüp yapıların absorbe ettikleri enerji değerleri, tüp yapının dairesel [3], kare kesitli [4] veya konik [5] olmasına bağlıyken deformasyonun hangi katlanma modelinde gerçekleşeceği ise tüp yapının geometrik ölçülerine [6], kuvvetin eksenel veya açılı [7], [8] uygulanması ve hızı [9] ile doğrudan ilişkilidir. Tüp yapıların katlanması sırasında, tüp cidarının deformasyon öncesi durumdaki ortalama çapın içine ve dışına doğru yönlendiği bilinmektedir [10].…”
Section: Introductionunclassified