Lennard J. Kwakernaak , Arman Guerra , Douglas P. Holmes , Martin van Hecke
{"title":"一对碰撞的倒扣横梁集体断裂","authors":"Lennard J. Kwakernaak , Arman Guerra , Douglas P. Holmes , Martin van Hecke","doi":"10.1016/j.eml.2024.102160","DOIUrl":null,"url":null,"abstract":"<div><p>When a pair of parallel buckling beams of unequal thickness make lateral contact under increasing compression, eventually either the thin or the thick beam will snap, leading to collective motion of the beam pair. Using experiments and FEM simulations, we find that the distance <span><math><mi>D</mi></math></span> between the beams selects which beam snaps first, and that the critical distance <span><math><msup><mrow><mi>D</mi></mrow><mrow><mo>∗</mo></mrow></msup></math></span> scales linear with the combined thickness of the two beams. To understand this behavior, we show that the collective motion of the beams is governed by a pitchfork bifurcation that occurs at strains just below snapping. Specifically, we use a model of two coupled Bellini trusses to find a closed form expression for the location of this pitchfork bifurcation that captures the linear scaling of <span><math><msup><mrow><mi>D</mi></mrow><mrow><mo>∗</mo></mrow></msup></math></span> with beam thickness. Our work uncovers a novel elastic instability that combines buckling, snapping and contact nonlinearities. This instability underlies the packing of parallel confined beams, and can be leveraged in advanced metamaterials.</p></div>","PeriodicalId":56247,"journal":{"name":"Extreme Mechanics Letters","volume":"69 ","pages":"Article 102160"},"PeriodicalIF":4.3000,"publicationDate":"2024-04-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2352431624000403/pdfft?md5=68f9bc0da004d2b43f9814d29addd300&pid=1-s2.0-S2352431624000403-main.pdf","citationCount":"0","resultStr":"{\"title\":\"The collective snapping of a pair of bumping buckled beams\",\"authors\":\"Lennard J. Kwakernaak , Arman Guerra , Douglas P. Holmes , Martin van Hecke\",\"doi\":\"10.1016/j.eml.2024.102160\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>When a pair of parallel buckling beams of unequal thickness make lateral contact under increasing compression, eventually either the thin or the thick beam will snap, leading to collective motion of the beam pair. Using experiments and FEM simulations, we find that the distance <span><math><mi>D</mi></math></span> between the beams selects which beam snaps first, and that the critical distance <span><math><msup><mrow><mi>D</mi></mrow><mrow><mo>∗</mo></mrow></msup></math></span> scales linear with the combined thickness of the two beams. To understand this behavior, we show that the collective motion of the beams is governed by a pitchfork bifurcation that occurs at strains just below snapping. Specifically, we use a model of two coupled Bellini trusses to find a closed form expression for the location of this pitchfork bifurcation that captures the linear scaling of <span><math><msup><mrow><mi>D</mi></mrow><mrow><mo>∗</mo></mrow></msup></math></span> with beam thickness. Our work uncovers a novel elastic instability that combines buckling, snapping and contact nonlinearities. This instability underlies the packing of parallel confined beams, and can be leveraged in advanced metamaterials.</p></div>\",\"PeriodicalId\":56247,\"journal\":{\"name\":\"Extreme Mechanics Letters\",\"volume\":\"69 \",\"pages\":\"Article 102160\"},\"PeriodicalIF\":4.3000,\"publicationDate\":\"2024-04-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://www.sciencedirect.com/science/article/pii/S2352431624000403/pdfft?md5=68f9bc0da004d2b43f9814d29addd300&pid=1-s2.0-S2352431624000403-main.pdf\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Extreme Mechanics Letters\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352431624000403\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"MATERIALS SCIENCE, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Extreme Mechanics Letters","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352431624000403","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"MATERIALS SCIENCE, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
摘要
当一对厚度不等的平行屈曲梁在压缩力不断增加的情况下发生横向接触时,最终薄梁或厚梁会发生折断,从而导致这对梁的集体运动。通过实验和有限元模拟,我们发现梁之间的距离 D 决定了哪根梁先断裂,临界距离 D∗ 与两根梁的总厚度成线性比例。为了理解这种行为,我们证明横梁的集体运动受干草叉分叉的控制,该分叉发生在应变刚刚低于折断的位置。具体来说,我们使用两个耦合贝利尼桁架模型,找到了杈形分岔位置的封闭式表达式,该表达式捕捉到了 D∗ 与梁厚度的线性比例关系。我们的研究发现了一种新的弹性不稳定性,它结合了屈曲、折断和接触非线性。这种不稳定性是平行约束梁堆积的基础,可以在先进的超材料中加以利用。
The collective snapping of a pair of bumping buckled beams
When a pair of parallel buckling beams of unequal thickness make lateral contact under increasing compression, eventually either the thin or the thick beam will snap, leading to collective motion of the beam pair. Using experiments and FEM simulations, we find that the distance between the beams selects which beam snaps first, and that the critical distance scales linear with the combined thickness of the two beams. To understand this behavior, we show that the collective motion of the beams is governed by a pitchfork bifurcation that occurs at strains just below snapping. Specifically, we use a model of two coupled Bellini trusses to find a closed form expression for the location of this pitchfork bifurcation that captures the linear scaling of with beam thickness. Our work uncovers a novel elastic instability that combines buckling, snapping and contact nonlinearities. This instability underlies the packing of parallel confined beams, and can be leveraged in advanced metamaterials.
期刊介绍:
Extreme Mechanics Letters (EML) enables rapid communication of research that highlights the role of mechanics in multi-disciplinary areas across materials science, physics, chemistry, biology, medicine and engineering. Emphasis is on the impact, depth and originality of new concepts, methods and observations at the forefront of applied sciences.