Quasi Static Axial Compression of Thin Walled Aluminum Tubes: Analysis of Flow Stress in the Analytical Models
Pourquoi ce travail est dans la base
Une base qui oublie comment elle a trouvé un travail ne peut pas être vérifiée. Voici les voies qui ont admis celui-ci.
Notice bibliographique
Résumé
<p class="zhengwen"><span lang="EN-GB">This paper presents experimental work on quasi static compression tests on aluminum AA 6063 circular and square tubes. Specimen tubes with ratio of R/t = 12 and b/t = 24 for circular and square tubes respectively were prepared and validated with several analytical model developed by previous researchers. Two definitions of flow stress were used for validate the test result, first were proposed by Abramowicz and Jones </span><!--[if supportFields]><span lang=EN-GB style='mso-bidi-font-size:10.0pt'><span style='mso-element:field-begin; mso-field-lock:yes'></span>ADDIN CSL_CITATION { &quot;citationItems&quot; : [ { &quot;id&quot; : &quot;ITEM-1&quot;, &quot;itemData&quot; : { &quot;DOI&quot; : &quot;http://dx.doi.org/10.1115/1.3167137&quot;, &quot;abstract&quot; : &quot;A self-consistent theory is presented which describes the crushing behavior of a class of thin-walled structures. Assuming a rigid-plastic material and using the condition of kinematic continuity on the boundaries between rigid and deformable zones, a basic folding mechanism is constructed. This mechanism closely reproduces all the main features of folds and wrinkles actually observed on typical crumpled sheet metal structures. Calculations based on the energy balance postulate show that two-thirds of the plastic energy is always dissipated through inextensional deformations at stationary and moving plastic hinge lines. The extensional deformations are confined to relatively small sections of the shell surface but they account for the remaining one-third of the dissipated energy. The theory is illustrated by application to the problem of progressive folding of thin-walled rectangular columns. A good correlation is obtained with existing experimental data as far as the mean crushing force and the geometry of the local collapse mode is concerned.&quot;, &quot;author&quot; : [ { &quot;dropping-particle&quot; : &quot;&quot;, &quot;family&quot; : &quot;Wierzbicki&quot;, &quot;given&quot; : &quot;T.&quot;, &quot;non-dropping-particle&quot; : &quot;&quot;, &quot;parse-names&quot; : false, &quot;suffix&quot; : &quot;&quot; }, { &quot;dropping-particle&quot; : &quot;&quot;, &quot;family&quot; : &quot;Abramowicz&quot;, &quot;given&quot; : &quot;W.&quot;, &quot;non-dropping-particle&quot; : &quot;&quot;, &quot;parse-names&quot; : false, &quot;suffix&quot; : &quot;&quot; } ], &quot;container-title&quot; : &quot;Journal of Applied Mechanics (ASME)&quot;, &quot;id&quot; : &quot;ITEM-1&quot;, &quot;issued&quot; : { &quot;date-parts&quot; : [ [ &quot;1983&quot; ] ] }, &quot;page&quot; : &quot;727-734&quot;, &quot;title&quot; : &quot;On the crushing mechanics of thin walled structures&quot;, &quot;type&quot; : &quot;article&quot;, &quot;volume&quot; : &quot;50&quot; }, &quot;uris&quot; : [ &quot;http://www.mendeley.com/documents/?uuid=179d439b-63d5-4300-ac65-ecc43225d578&quot; ] } ], &quot;mendeley&quot; : { &quot;formattedCitation&quot; : &quot;(Wierzbicki &amp; Abramowicz, 1983)&quot;, &quot;plainTextFormattedCitation&quot; : &quot;(Wierzbicki &amp; Abramowicz, 1983)&quot;, &quot;previouslyFormattedCitation&quot; : &quot;(Wierzbicki &amp; Abramowicz, 1983)&quot; }, &quot;properties&quot; : { &quot;noteIndex&quot; : 0 }, &quot;schema&quot; : &quot;https://github.com/citation-style-language/schema/raw/master/csl-citation.json&quot; }<span style='mso-element:field-separator'></span></span><![endif]--><span lang="EN-GB">(Wierzbicki &amp; Abramowicz, 1983)</span><!--[if supportFields]><span lang=EN-GB style='mso-bidi-font-size:10.0pt'><span style='mso-element:field-end'></span></span><![endif]--><span lang="EN-GB">, defined as mean stress between yield stress and ultimate tensile stress. Secondly, using ultimate tensile stress as flow stress. For circular tubes test result is in better agreement with the analytical model by Guillow et al. </span><!--[if supportFields]><span lang=EN-GB style='mso-bidi-font-size:10.0pt'><span style='mso-element:field-begin; mso-field-lock:yes'></span>ADDIN CSL_CITATION { &quot;citationItems&quot; : [ { &quot;id&quot; : &quot;ITEM-1&quot;, &quot;itemData&quot; : { &quot;DOI&quot; : &quot;http://dx.doi.org/10.1016/S0020-7403(01)00031-5&quot;, &quot;abstract&quot; : &quot;This paper presents further experimental investigations into axial compression of thin-walledcircular tubes, a classical problem studied for several decades. A total of 70 quasi-static tests were conducted on circular 6060 aluminium tubes in the T5, as-receivedcondition. The range of D=t considered was expanded over previous studies to D=t=10\u2013450. Collapse modes were observed for L=D610 anda mode classi?cation chart developed. The average crush force, FAV, was non-dimensionalisedandan empirical formula establishedas FAV=MP =72:3(D=t)0:32. It was foundthat test results for both axi-symmetric and non-symmetric modes lie on a single curve. Comprehensive comparisons have been made between existing theories andour test results for FAV. This has revealedsome shortcomings, suggesting that further theoretical work may be required. It was found that the ratio of FMAX=FAV increasedsubstantially with an increase in the D=t ratio. The e?ect of ?lling aluminium tubes with di?erent density polyurethane foam was also brie?y examined. ?&quot;, &quot;author&quot; : [ { &quot;dropping-particle&quot; : &quot;&quot;, &quot;family&quot; : &quot;Guillow&quot;, &quot;given&quot; : &quot;S R&quot;, &quot;non-dropping-particle&quot; : &quot;&quot;, &quot;parse-names&quot; : false, &quot;suffix&quot; : &quot;&quot; }, { &quot;dropping-particle&quot; : &quot;&quot;, &quot;family&quot; : &quot;Lu&quot;, &quot;given&quot; : &quot;G&quot;, &quot;non-dropping-particle&quot; : &quot;&quot;, &quot;parse-names&quot; : false, &quot;suffix&quot; : &quot;&quot; }, { &quot;dropping-particle&quot; : &quot;&quot;, &quot;family&quot; : &quot;Grzebieta&quot;, &quot;given&quot; : &quot;R H&quot;, &quot;non-dropping-particle&quot; : &quot;&quot;, &quot;parse-names&quot; : false, &quot;suffix&quot; : &quot;&quot; } ], &quot;container-title&quot; : &quot;International Journal of Mechanical Sciences&quot;, &quot;id&quot; : &quot;ITEM-1&quot;, &quot;issued&quot; : { &quot;date-parts&quot; : [ [ &quot;2001&quot; ] ] }, &quot;page&quot; : &quot;2103-2123&quot;, &quot;title&quot; : &quot;Quasi-static axial compression of thin-walled circular aluminium tubes&quot;, &quot;type&quot; : &quot;article-journal&quot;, &quot;volume&quot; : &quot;43&quot; }, &quot;uris&quot; : [ &quot;http://www.mendeley.com/documents/?uuid=8c6bee51-14aa-4333-9e6c-d81b06c0470b&quot; ] } ], &quot;mendeley&quot; : { &quot;formattedCitation&quot; : &quot;(Guillow, Lu, &amp; Grzebieta, 2001)&quot;, &quot;plainTextFormattedCitation&quot; : &quot;(Guillow, Lu, &amp; Grzebieta, 2001)&quot;, &quot;previouslyFormattedCitation&quot; : &quot;(Guillow, Lu, &amp; Grzebieta, 2001)&quot; }, &quot;properties&quot; : { &quot;noteIndex&quot; : 0 }, &quot;schema&quot; : &quot;https://github.com/citation-style-language/schema/raw/master/csl-citation.json&quot; }<span style='mso-element:field-separator'></span></span><![endif]--><span lang="EN-GB">(Guillow, Lu, &amp; Grzebieta, 2001)</span><!--[if supportFields]><span lang=EN-GB style='mso-bidi-font-size:10.0pt'><span style='mso-element:field-end'></span></span><![endif]--><span lang="EN-GB"> using ultimate tensile stress as flow stress. Meanwhile for square tubes, test result agrees better with the analytical model by Abramowicz and Jones </span><!--[if supportFields]><span lang=EN-GB style='mso-bidi-font-size:10.0pt'><span style='mso-element:field-begin; mso-field-lock:yes'></span>ADDIN CSL_CITATION { &quot;citationItems&quot; : [ { &quot;id&quot; : &quot;ITEM-1&quot;, &quot;itemData&quot; : { &quot;DOI&quot; : &quot;http://dx.doi.org/10.1016/0734-743X(84)90010-1&quot;, &quot;abstract&quot; : &quot;A series of axial crushing tests on steel circular cylindrical shells loaded either statically or dynamically is reported and compared with various theoretical predictions and e/R0irical relations. A modified version of Alexander's theoretical analysis for axis!mmetric, or concertina, deformations gives good a~t with the experimental results when the effective crushing distance is considered and provided that the influence of material strain rate sensitivity is retained in the dynamic crushing case.&quot;, &quot;author&quot; : [ { &quot;dropping-particle&quot; : &quot;&quot;, &quot;family&quot; : &quot;Abramowicz&quot;, &quot;given&quot; : &quot;W.&quot;,
Récupéré en direct depuis OpenAlex et désinversé. Les résumés ne sont pas conservés dans cette base de données : les index inversés représentent 8,6 Go des 9,3 Go de texte de la base, et le serveur dispose de 13 Go libres.
Prédiction distillée sur la base complète
Imitation des enseignantsNi prévalence calibrée, ni vérité terrain. Validation humaine à venir. Apprise à partir de 10 348 étiquettes directes de Codex et de 10 348 étiquettes directes de Gemma. Le mode candidate est l'union des têtes enseignantes seuillées; le consensus est leur intersection. Ces sorties portent le statut machine_predicted_unvalidated et ne sont ni des étiquettes humaines ni des étiquettes directes de modèles de pointe.
Scores Codex et Gemma par catégorie
| Catégorie | Codex | Gemma |
|---|---|---|
| Métarecherche | 0,000 | 0,000 |
| Méta-épidémiologie (sens strict) | 0,000 | 0,000 |
| Méta-épidémiologie (sens large) | 0,000 | 0,000 |
| Bibliométrie | 0,000 | 0,001 |
| Études des sciences et des technologies | 0,000 | 0,000 |
| Communication savante | 0,000 | 0,000 |
| Science ouverte | 0,001 | 0,000 |
| Intégrité de la recherche | 0,000 | 0,000 |
| Charge utile insuffisante (le modèle a refusé de juger) | 0,000 | 0,000 |
Scores machine (provisoires)
Les deux têtes enseignantes du modèle étudiant, lues sur ce travail. Un score ordonne la base pour la relecture; il n'affirme jamais une catégorie, et le statut de validation accompagne chaque rangée tel quel.
Scores de référence d'un modèle non mature (critères de maturité non atteints, 7 itérations). Un score ordonne; il n'affirme jamais une catégorie.
score_only:v0-immature-baseline · tel quel depuis la passe de notation : score_only signifie que le nombre peut ordonner les travaux, et qu'aucune étiquette de catégorie n'en découle