Eco-friendly Green Composites Reinforced with Recycled Polyethylene for Engineering Applications | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article Eco-friendly Green Composites Reinforced with Recycled Polyethylene for Engineering Applications Salifu Tahiru Azeko, Jacob Kofi Mensah, Emmanuel Kwesi Arthur, and 8 more This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-2135792/v2 This work is licensed under a CC BY 4.0 License Status: Posted Version 2 posted You are reading this latest preprint version Show more versions Abstract Polyethylene (PE) and cement are serious industrial wastes that promote environmental pollution, with these pollutants having tremendous effects on the lives of humanity and other living creatures, including animals. Therefore, this research presents the results of experimental and theoretical modeling of green composites (without the inclusion of cement) reinforced with recycled polyethylene waste for applications in the Mechanical and Civil Engineering industry. The composites are produced using different weight percentages of laterite and molten PE mixed homogeneously to produce unique green composites with excellent mechanical properties. The green composite with 40 wt.% laterite and 60 wt.% PE exhibited the highest compressive strength, flexural strength and fracture toughness of 25 MPa, 7.3 MPa and , respectively. Additionally, the green composite recorded maximum yield stress of . The maximum yield stress of the green composites falls under the minimum range of yield stress for traditional concrete structures. The SEM images reveal evidence of bonding and ligament bridging in the green composites reinforced with 40 wt.% laterite and 60 wt.% PE. The probability distribution plots show that the polyethylene in the green composites follows the Weibull distribution with low Anderson Darling Statics and p-values greater than the significance level of 5%. Polymer-matrix composites Recycling Mechanical properties Stress concentration Scanning electron microscopy Figures Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Full Text Supplementary Files Table.docx GraphicalAbstract.docx Highlights.docx Cite Share Download PDF Status: Posted Version 2 posted You are reading this latest preprint version Show more versions Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-2135792","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":147488857,"identity":"09d00800-5369-43c3-9580-e0158c0d7cf3","order_by":0,"name":"Salifu Tahiru Azeko","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA0klEQVRIiWNgGAWjYJACxgYGGyiTDYgliNOSJgFWTYqWwyRokW8//vDhjIrzdfzzewwYPpQdZpCPbsCvxeBMQrLhhjO3JSSO8Rgwzjh3mMHwzgECWhgSjkk+bLstwQDUwszbBtQyI4GAw/oftv982HZOQh6k5S8xWhhuJLMxbmw7IGEA0sII1CIvQUCLwY1nzJIzziRLbjyWVnCw51w6jwEhLfL96Q8/9lTY8csdPrzxwY8yazl5gg5DBgeAmMfgAAk6oPY2kKxlFIyCUTAKhjkAAPTNRL7oQl15AAAAAElFTkSuQmCC","orcid":"https://orcid.org/0000-0003-3860-147X","institution":"Tamale Technical University","correspondingAuthor":true,"prefix":"","firstName":"Salifu","middleName":"Tahiru","lastName":"Azeko","suffix":""},{"id":147488858,"identity":"7dc3aa35-2814-43f5-99a5-5e9756c3fc72","order_by":1,"name":"Jacob Kofi Mensah","email":"","orcid":"","institution":"Tamale Technical University","correspondingAuthor":false,"prefix":"","firstName":"Jacob","middleName":"Kofi","lastName":"Mensah","suffix":""},{"id":147488859,"identity":"2b40f55e-84a8-43d4-a16a-910b0c11d615","order_by":2,"name":"Emmanuel Kwesi Arthur","email":"","orcid":"","institution":"Kwame Nkrumah University of Science and Technology","correspondingAuthor":false,"prefix":"","firstName":"Emmanuel","middleName":"Kwesi","lastName":"Arthur","suffix":""},{"id":147488860,"identity":"7b7fff92-61f4-4f3f-aaaa-e2782c1db9dd","order_by":3,"name":"Napoleon Abiwu","email":"","orcid":"","institution":"University of Health and Allied Sciences","correspondingAuthor":false,"prefix":"","firstName":"Napoleon","middleName":"","lastName":"Abiwu","suffix":""},{"id":147488861,"identity":"7590de4b-34c1-4e13-8c14-91c70bfb5838","order_by":4,"name":"Moses Kingsford Flomo","email":"","orcid":"","institution":"Cuttington University","correspondingAuthor":false,"prefix":"","firstName":"Moses","middleName":"Kingsford","lastName":"Flomo","suffix":""},{"id":147488862,"identity":"d53d00c6-ecbf-444e-b4f4-beaabb3675c9","order_by":5,"name":"Joseph Asiamah Boadu","email":"","orcid":"","institution":"Tamale Technical University","correspondingAuthor":false,"prefix":"","firstName":"Joseph","middleName":"Asiamah","lastName":"Boadu","suffix":""},{"id":147488863,"identity":"44dc5019-a4c1-4a56-8ddc-865bdb34b4e6","order_by":6,"name":"Philip Yamba","email":"","orcid":"","institution":"Tamale Technical University","correspondingAuthor":false,"prefix":"","firstName":"Philip","middleName":"","lastName":"Yamba","suffix":""},{"id":147488864,"identity":"826fa6a7-3ccb-4c10-ae27-348403d7197d","order_by":7,"name":"Enoch Asuako Larson","email":"","orcid":"","institution":"University for Development Studies","correspondingAuthor":false,"prefix":"","firstName":"Enoch","middleName":"Asuako","lastName":"Larson","suffix":""},{"id":147488865,"identity":"e22d4ad9-ae35-43c1-8d8e-53de41dcb886","order_by":8,"name":"Anthony Akayeti","email":"","orcid":"","institution":"Tamale Technical University","correspondingAuthor":false,"prefix":"","firstName":"Anthony","middleName":"","lastName":"Akayeti","suffix":""},{"id":147488866,"identity":"ae25452d-cfe1-41fe-b14c-211f3f0f12b4","order_by":9,"name":"Raf Kumar Satankar","email":"","orcid":"","institution":"Poornima College of Engineering","correspondingAuthor":false,"prefix":"","firstName":"Raf","middleName":"Kumar","lastName":"Satankar","suffix":""},{"id":147488867,"identity":"03b97e4a-bf7f-410d-9410-73d6c0059374","order_by":10,"name":"Ebenezer Annan","email":"","orcid":"","institution":"University of Ghana","correspondingAuthor":false,"prefix":"","firstName":"Ebenezer","middleName":"","lastName":"Annan","suffix":""}],"badges":[],"createdAt":"2022-10-05 15:45:12","currentVersionCode":2,"declarations":"","doi":"10.21203/rs.3.rs-2135792/v2","doiUrl":"https://doi.org/10.21203/rs.3.rs-2135792/v2","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":30213406,"identity":"ae3c6293-f49a-4c5f-a6cf-eda01774dc51","added_by":"auto","created_at":"2022-12-12 15:57:50","extension":"png","order_by":1,"title":"Figure 1","display":"","copyAsset":false,"role":"figure","size":446560,"visible":true,"origin":"","legend":"\u003cp\u003eSEM Micrographs of Cement-less Laterite Polyethylene Composites with: (a) 50% L + 50% PE, (b) 60% L + 40 %PE, (c) 40% L + 60% PE\u003c/p\u003e","description":"","filename":"Figure1.png","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/aef5a31f0211196e8e5f9b35.png"},{"id":30213405,"identity":"f3f7a3f9-4da0-4fa1-ac37-3f90f65db9d9","added_by":"auto","created_at":"2022-12-12 15:57:50","extension":"png","order_by":2,"title":"Figure 2","display":"","copyAsset":false,"role":"figure","size":23200,"visible":true,"origin":"","legend":"\u003cp\u003eCompressive Strength of Cementless Polyethylene-Laterite Composites with: (a) 60% L+40% PE (b) 50% L+50% PE (c) 40% L+60% PE (d) 30% L+70%PE\u003c/p\u003e","description":"","filename":"Figure2.png","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/40f94d965225748c3d154336.png"},{"id":30214794,"identity":"944ba0ac-ee43-4b51-b78c-699b65ad9b65","added_by":"auto","created_at":"2022-12-12 16:13:50","extension":"png","order_by":3,"title":"Figure 3","display":"","copyAsset":false,"role":"figure","size":24417,"visible":true,"origin":"","legend":"\u003cp\u003eFlexural Strength of Cementless Polyethylene-Laterite Composites with: (a) 60% L+40% PE (b) 50% L+50% PE (c) 40% L+60% PE (d) 30% L+70%PE\u003c/p\u003e","description":"","filename":"Figure3.png","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/5f478c28289f76112ba2a024.png"},{"id":30214400,"identity":"9f633d0b-7a0e-4f5e-9a50-aa099b365455","added_by":"auto","created_at":"2022-12-12 16:05:50","extension":"png","order_by":4,"title":"Figure 4","display":"","copyAsset":false,"role":"figure","size":13454,"visible":true,"origin":"","legend":"\u003cp\u003eFracture Toughness of Cementless Polyethylene-Laterite Composites\u003c/p\u003e","description":"","filename":"Figure4.png","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/71697b09a0af8fa67ea8a8e9.png"},{"id":30212304,"identity":"73617fe3-7013-4a25-a2a1-ac230c9a63e6","added_by":"auto","created_at":"2022-12-12 15:49:50","extension":"png","order_by":5,"title":"Figure 5","display":"","copyAsset":false,"role":"figure","size":9943,"visible":true,"origin":"","legend":"\u003cp\u003eShear Lag Analysis of Green Composite\u003c/p\u003e","description":"","filename":"Figure5.png","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/961965591c5f6546215f4456.png"},{"id":30212308,"identity":"67e0dfa6-07b8-481d-98e3-d5254501887c","added_by":"auto","created_at":"2022-12-12 15:49:50","extension":"png","order_by":6,"title":"Figure 6","display":"","copyAsset":false,"role":"figure","size":35533,"visible":true,"origin":"","legend":"\u003cp\u003eProbability Plots of Dislocated Polyethylene in Green Composites\u003c/p\u003e","description":"","filename":"Figure6.png","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/a7eaeafbc64985f1cef076ca.png"},{"id":30214798,"identity":"610100d4-987a-42b0-b8e2-03e461746adc","added_by":"auto","created_at":"2022-12-12 16:14:09","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":546274,"visible":true,"origin":"","legend":"","description":"","filename":"EcofriendlyPolyethyeneCompositesRevised2.pdf","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2_covered.pdf"},{"id":30212302,"identity":"7e6e2d06-c35d-4f0c-af1e-41e7d0e16c6c","added_by":"auto","created_at":"2022-12-12 15:49:50","extension":"docx","order_by":3,"title":"","display":"","copyAsset":false,"role":"supplement","size":14738,"visible":true,"origin":"","legend":"","description":"","filename":"Table.docx","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/cf7e69bc1e54ff690f9b43d3.docx"},{"id":30212310,"identity":"fd17a871-820c-4079-a5bf-8b8428e5fd28","added_by":"auto","created_at":"2022-12-12 15:49:50","extension":"docx","order_by":5,"title":"","display":"","copyAsset":false,"role":"supplement","size":418833,"visible":true,"origin":"","legend":"","description":"","filename":"GraphicalAbstract.docx","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/e358dd73fc59f2e5cdc9a5ee.docx"},{"id":30212309,"identity":"e70f7193-d99d-4994-8bc0-c15ee7961804","added_by":"auto","created_at":"2022-12-12 15:49:50","extension":"docx","order_by":6,"title":"","display":"","copyAsset":false,"role":"supplement","size":14828,"visible":true,"origin":"","legend":"","description":"","filename":"Highlights.docx","url":"https://assets-eu.researchsquare.com/files/rs-2135792/v2/3aa4e30bfc499fe32e1311b2.docx"}],"financialInterests":"","formattedTitle":"\u003cp\u003e\u003cstrong\u003eEco-friendly Green Composites Reinforced with Recycled Polyethylene for Engineering Applications\u003c/strong\u003e\u003c/p\u003e","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":true,"hideJournal":true,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":true,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":true,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"
[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"Polymer-matrix composites, Recycling, Mechanical properties, Stress concentration, Scanning electron microscopy","lastPublishedDoi":"10.21203/rs.3.rs-2135792/v2","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-2135792/v2","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"Polyethylene (PE) and cement are serious industrial wastes that promote environmental pollution, with these pollutants having tremendous effects on the lives of humanity and other living creatures, including animals. Therefore, this research presents the results of experimental and theoretical modeling of green composites (without the inclusion of cement) reinforced with recycled polyethylene waste for applications in the Mechanical and Civil Engineering industry. The composites are produced using different weight percentages of laterite and molten PE mixed homogeneously to produce unique green composites with excellent mechanical properties. The green composite with 40 wt.% laterite and 60 wt.% PE exhibited the highest compressive strength, flexural strength and fracture toughness of 25 MPa, 7.3 MPa and , respectively. Additionally, the green composite recorded maximum yield stress of . The maximum yield stress of the green composites falls under the minimum range of yield stress for traditional concrete structures. The SEM images reveal evidence of bonding and ligament bridging in the green composites reinforced with 40 wt.% laterite and 60 wt.% PE. The probability distribution plots show that the polyethylene in the green composites follows the Weibull distribution with low Anderson Darling Statics and p-values greater than the significance level of 5%.","manuscriptTitle":"Eco-friendly Green Composites Reinforced with Recycled Polyethylene for Engineering Applications","msid":"","msnumber":"","nonDraftVersions":[{"code":2,"date":"2022-12-12 15:49:45","doi":"10.21203/rs.3.rs-2135792/v2","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","journal":{"display":true,"email":"
[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true}},{"code":1,"date":"2022-10-10 14:45:35","doi":"10.21203/rs.3.rs-2135792/v1","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","journal":{"display":true,"email":"
[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true}}],"origin":"","ownerIdentity":"25bb271d-b89c-44a4-b3dc-13b9f130ea8d","owner":[],"postedDate":"December 12th, 2022","published":true,"recentEditorialEvents":[],"rejectedJournal":[],"revision":"","amendment":"","status":"posted","subjectAreas":[],"tags":[],"updatedAt":"2022-11-09T21:04:11+00:00","versionOfRecord":[],"versionCreatedAt":"2022-12-12 15:49:45","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v2","identity":"rs-2135792","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-2135792","identity":"rs-2135792","version":["v2"]},"buildId":"J0_U0BvcaRcwD8yVFaRlm","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}
Text is read by the "Ask this paper" AI Q&A widget below.
Extraction quality varies by source — PMC NXML preserves structure
cleanly, OA-HTML may include some navigation residue, and OA-PDF can
have broken hyphenation. The publisher copy
(via DOI)
is the canonical version.