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McDonnell Foundation","doi-asserted-by":"publisher","award":["Complex Systems Scholar Award"],"award-info":[{"award-number":["Complex Systems Scholar Award"]}],"id":[{"id":"10.13039\/100000913","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["www.pnas.org"],"crossmark-restriction":true},"short-container-title":["Proc. Natl. Acad. Sci. U.S.A."],"published-print":{"date-parts":[[2018,8,28]]},"abstract":"<jats:title>Significance<\/jats:title>\n                  <jats:p>Fracture processes are ubiquitous in nature, from earthquakes to broken trees and bones. Understanding and controlling fracture dynamics remain one of the foremost theoretical and practical challenges in material science and physics. A well-known problem with direct implications for the fracture behavior of elongated brittle objects, such as vaulting poles or long fibers, goes back to the famous physicist Richard Feynman who observed that dry spaghetti almost always breaks into three or more pieces when exposed to large bending stresses. While bending-induced fracture is fairly well understood nowadays, much less is known about the effects of twist. Our experimental and theoretical results demonstrate that twisting enables remarkable fracture control by using the different propagation speeds of twist and bending waves.<\/jats:p>","DOI":"10.1073\/pnas.1802831115","type":"journal-article","created":{"date-parts":[[2018,8,13]],"date-time":"2018-08-13T15:13:13Z","timestamp":1534173193000},"page":"8665-8670","update-policy":"https:\/\/doi.org\/10.1073\/pnas.cm10313","source":"Crossref","is-referenced-by-count":23,"title":["Controlling fracture cascades through twisting and quenching"],"prefix":"10.1073","volume":"115","author":[{"given":"Ronald H.","family":"Heisser","sequence":"first","affiliation":[{"name":"Sibley School of Mechanical and Aerospace Engineering, Cornell University, Ithaca, NY 14853;"},{"name":"Department of Mechanical Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139;"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Vishal P.","family":"Patil","sequence":"additional","affiliation":[{"name":"Department of Mathematics, Massachusetts Institute of Technology, Cambridge, MA 02139;"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Norbert","family":"Stoop","sequence":"additional","affiliation":[{"name":"Department of Mathematics, Massachusetts Institute of Technology, Cambridge, MA 02139;"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Emmanuel","family":"Villermaux","sequence":"additional","affiliation":[{"name":"Universit\u00e9 Aix Marseille, CNRS, Institut de Recherche sur les Ph\u00e9nom\u00e8nes Hors \u00c9quilibre, F-13384 Marseille, France;"},{"name":"CNRS\/MIT\/AMU Joint Laboratory MultiScale Materials Science for Energy and Environment, MIT Energy Initiative, Massachusetts Institute of Technology, Cambridge, MA 02139"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"J\u00f6rn","family":"Dunkel","sequence":"additional","affiliation":[{"name":"Department of Mathematics, Massachusetts Institute of Technology, Cambridge, MA 02139;"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"341","published-online":{"date-parts":[[2018,8,13]]},"reference":[{"key":"e_1_3_4_1_2","volume-title":"Beams on Elastic Foundation: Theory with Applications in the Fields of Civil and Mechanical Engineering","author":"Het\u00e9nyi M","year":"1946","unstructured":"M Het\u00e9nyi Beams on Elastic Foundation: Theory with Applications in the Fields of Civil and Mechanical Engineering (Univ Michigan Press, Ann Arbor, MI, 1946)."},{"key":"e_1_3_4_2_2","doi-asserted-by":"crossref","first-page":"94","DOI":"10.1016\/j.plantsci.2016.01.006","article-title":"Review: Wind impacts on plant growth, mechanics and damage","volume":"245","author":"Gardiner B","year":"2016","unstructured":"B Gardiner, P Berry, B Moulia, Review: Wind impacts on plant growth, mechanics and damage. 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