Article(id=1246028561321144525, tenantId=1146029695717560320, journalId=1241755870837649424, issueId=1246028557319783390, articleNumber=null, orderNo=null, doi=10.19636/j.cnki.cjsm42-1250/o3.2023.058, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1701792000000, receivedDateStr=2023-12-06, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1775005959109, onlineDateStr=2026-04-01, pubDate=1719244800000, pubDateStr=2024-06-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1775005959109, onlineIssueDateStr=2026-04-01, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1775005959109, creator=13701087609, updateTime=1775005959109, updator=13701087609, issue=Issue{id=1246028557319783390, tenantId=1146029695717560320, journalId=1241755870837649424, year='2024', volume='45', issue='3', pageStart='289', pageEnd='426', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1775005958156, creator=13701087609, updateTime=1775006058227, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1246028977123471371, tenantId=1146029695717560320, journalId=1241755870837649424, issueId=1246028557319783390, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1246028977123471372, tenantId=1146029695717560320, journalId=1241755870837649424, issueId=1246028557319783390, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=341, endPage=351, ext={EN=ArticleExt(id=1246028561665077458, articleId=1246028561321144525, tenantId=1146029695717560320, journalId=1241755870837649424, language=EN, title=Free Vibration Analysis for Anisotropic Plates Based on Peridynamic Operator Method, columnId=1244229834482757770, journalTitle=Chinese Journal of Solid Mechanics, columnName=Research Paper, runingTitle=null, highlight=null, articleAbstract=
Anisotropic materials find widespread applications across various engineering domains. The investigation on vibrational properties of anisotropic materials holds significance for structural vibration mitigation and safety design. This paper introduces a novel approach, the peridynamic operator method (PDOM), to construct a non-local anisotropic model and applies it to the analysis of free vibrations in anisotropic plates. The model incorporates the unique feature of PDOM, which transforms local differentials and their products into non-local integrals, thereby reformulating the strain energy density from its local form to a non-local form within classical anisotropic theory. Additionally, the paper employs a variational principle and introduces the free vibration equation to develop a PDOM solution for anisotropic free vibration problems. Three numerical examples are provided, including the free vibrations of a thin anisotropic rectangular plate, an anisotropic rectangular plate with cracks, and an anisotropic rectangular plate with holes. The results are compared with finite element results, showcasing the model's convergence, stability, and high computational accuracy in dealing with free vibrations of anisotropic plates with defects and discontinuities.
, correspAuthors=Dan Huang, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, authorCompany=null, fund=null, authors=null, authorsList=Yanzhou Lu, Zhiyuan Li, Dan Huang, Xuehao Yao), CN=ArticleExt(id=1246028575707607771, articleId=1246028561321144525, tenantId=1146029695717560320, journalId=1241755870837649424, language=CN, title=基于近场动力学算子方法的各向异性板自由振动分析, columnId=1241831201896469478, journalTitle=固体力学学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=
各向异性材料广泛应用于诸多工程领域,研究其振动特性对结构减振与安全设计具有重要意义. 本文基于一种新的近场动力学算子方法(Peridynamic operator method,PDOM)构建非局部各向异性模型,并应用于各向异性板的自由振动分析. 该模型结合了PDOM将局部微分及其乘积转化为非局部积分的特点,将经典各向异性理论中的应变能密度从局部形式重构为非局部形式. 同时,采用变分原理并引入自由振动方程,构建了适用于各向异性自由振动问题的PDOM求解方案. 通过三个数值算例:各向异性矩形薄板、各向异性矩形含裂纹板、各向异性矩形含孔板的自由振动,并将计算结果与有限元结果比较,说明了模型在计算含缺陷以及不连续的各向异性板自由振动问题时具有收敛性、稳定性以及高计算精度.
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Computer Methods in Applied Mechanics and Engineering,
2023,
411: 116047., articleTitle=Peridynamic operator method, refAbstract=null)], funds=[Fund(id=1246028580375868238, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, awardId=B240201144, language=CN, fundingSource=中央高校基本科研业务费专项资金(B240201144), fundOrder=null, country=null), Fund(id=1246028580430394192, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, awardId=12071204, language=CN, fundingSource=国家自然科学基金项目(12071204), fundOrder=null, country=null)], companyList=[AuthorCompany(id=1246028576009597667, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, xref=null, ext=[AuthorCompanyExt(id=1246028576017986276, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, companyId=1246028576009597667, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=Department of Engineering Mechanics, Hohai University, Nanjing, 211100), AuthorCompanyExt(id=1246028576030569189, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, companyId=1246028576009597667, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=河海大学工程力学系,南京,211100)])], figs=[ArticleFig(id=1246028578136109855, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.1, caption=
Interaction domain of PDOM points, figureFileSmall=ZnvB7boQlev86Yupsr/JgA==, figureFileBig=Hb5IUwtC1MYVRr5vPMg3+Q==, tableContent=null), ArticleFig(id=1246028578207413025, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图1, caption=
PDOM物质点相互作用域, figureFileSmall=ZnvB7boQlev86Yupsr/JgA==, figureFileBig=Hb5IUwtC1MYVRr5vPMg3+Q==, tableContent=null), ArticleFig(id=1246028578387768100, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.2, caption=
Global and material coordinate systems, figureFileSmall=Rp0GmGnPVkDIsxEmhw4IaA==, figureFileBig=QHK9qrKCzXp/OQ5C9astlQ==, tableContent=null), ArticleFig(id=1246028578454876965, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图2, caption=
整体坐标系和材料坐标系, figureFileSmall=Rp0GmGnPVkDIsxEmhw4IaA==, figureFileBig=QHK9qrKCzXp/OQ5C9astlQ==, tableContent=null), ArticleFig(id=1246028578563928871, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.3, caption=
Flowchart of numerical algorithm, figureFileSmall=FL7JXCTydqoBaIEzedZyXQ==, figureFileBig=VXBtMa1dYSFroBlf7zHLJA==, tableContent=null), ArticleFig(id=1246028578639426345, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图3, caption=
数值算法流程图, figureFileSmall=FL7JXCTydqoBaIEzedZyXQ==, figureFileBig=VXBtMa1dYSFroBlf7zHLJA==, tableContent=null), ArticleFig(id=1246028578727506731, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.4, caption=
Relative error of first 3 frequencies for different discrete distance, figureFileSmall=j8fkx+liwGv7gLH37JBoYg==, figureFileBig=wlYVthDb4QBnQIuB7e0U/Q==, tableContent=null), ArticleFig(id=1246028578807198509, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图4, caption=
不同离散间距下前3阶频率的相对误差, figureFileSmall=j8fkx+liwGv7gLH37JBoYg==, figureFileBig=wlYVthDb4QBnQIuB7e0U/Q==, tableContent=null), ArticleFig(id=1246028578874307375, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.5, caption=
Geometry conditions of anisotropic rectangular cracked plate, figureFileSmall=c54K0Jp9Qpa/wdac6aZ/6w==, figureFileBig=fidIwyk/PQpXZYVngnLz7w==, tableContent=null), ArticleFig(id=1246028578941416240, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图5, caption=
各向异性矩形含裂缝板几何条件, figureFileSmall=c54K0Jp9Qpa/wdac6aZ/6w==, figureFileBig=fidIwyk/PQpXZYVngnLz7w==, tableContent=null), ArticleFig(id=1246028579000136497, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.6, caption=
First 3 order displacement modes of the anisotropic cracked plate under off-angle φ=π/3 (PDOM results on the left, FEM results on the right), figureFileSmall=+Ak2aEzhPypAla/MOSJKlw==, figureFileBig=9310Nc34jsv6CEKop9b79g==, tableContent=null), ArticleFig(id=1246028579071439667, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图6, caption=
各向异性偏角φ=π/3时含裂缝板前3阶全位移模态(左栏为PDOM结果,右栏为FEM结果), figureFileSmall=+Ak2aEzhPypAla/MOSJKlw==, figureFileBig=9310Nc34jsv6CEKop9b79g==, tableContent=null), ArticleFig(id=1246028579134354229, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.7, caption=
Geometry conditions of anisotropic rectangular plate with a hole, figureFileSmall=uBcW1vc8GFR3A3HbswKVhA==, figureFileBig=Y12yWQq5BiB8USGBzC3Ezg==, tableContent=null), ArticleFig(id=1246028579218240311, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图7, caption=
各向异性矩形含孔板几何条件, figureFileSmall=uBcW1vc8GFR3A3HbswKVhA==, figureFileBig=Y12yWQq5BiB8USGBzC3Ezg==, tableContent=null), ArticleFig(id=1246028579285349177, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.8, caption=
First 3 order displacement modes obtained with FEM and PDOM at r=0.07 m (φ=π/2), figureFileSmall=6zC1I3jBO2YoquCvfVpwFA==, figureFileBig=LnbjA7gYuWDZ1rlJU00Wkw==, tableContent=null), ArticleFig(id=1246028579381818171, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图8, caption=
FEM和PDOM求得的前3阶位移模态在r=0.07 m处分布(φ=π/2), figureFileSmall=6zC1I3jBO2YoquCvfVpwFA==, figureFileBig=LnbjA7gYuWDZ1rlJU00Wkw==, tableContent=null), ArticleFig(id=1246028579453121341, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.9, caption=
Third-order displacement modes obtained with FEM and PDOM at r=0.07 m under different anisotropic off-angle φ, figureFileSmall=Ou+z+HiLFZdI8NJ0sQ4BIw==, figureFileBig=9Vbp8vZB7AFvri3e5KEA/Q==, tableContent=null), ArticleFig(id=1246028579520230205, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图9, caption=
不同各向异性偏角φ下FEM和PDOM求得的第3阶位移模态在r=0.07 m处分布, figureFileSmall=Ou+z+HiLFZdI8NJ0sQ4BIw==, figureFileBig=9Vbp8vZB7AFvri3e5KEA/Q==, tableContent=null), ArticleFig(id=1246028579587339071, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Fig.10, caption=
First 3 order displacement modes of the anisotropic plate with a hole under off-angle φ=π/6 (PDOM results on the left, FEM results on the right), figureFileSmall=MCGRvj7SCLvRIRgmqtk+wA==, figureFileBig=JBLYMXelu8CZuHT17sy7wA==, tableContent=null), ArticleFig(id=1246028579641865025, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=图10, caption=
各向异性偏角φ=π/6时含孔板前3阶全位移模态(左栏为PDOM结果,右栏为FEM结果), figureFileSmall=MCGRvj7SCLvRIRgmqtk+wA==, figureFileBig=JBLYMXelu8CZuHT17sy7wA==, tableContent=null), ArticleFig(id=1246028579721556802, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Table 1, caption=
Frequencies of the rectangular plate (φ=π/2)
, figureFileSmall=null, figureFileBig=null, tableContent=
| 阶次 | fPDOM(Hz) | fFEM(Hz) | 相对误差(%) |
|---|
| 1 | 259.43 | 260.24 | 0.311 |
| 2 | 892.41 | 884.85 | 0.854 |
| 3 | 1141.4 | 1136.8 | 0.405 |
| 4 | 2473.9 | 2460.0 | 0.565 |
| 5 | 2674.1 | 2650.9 | 0.875 |
| 6 | 3558.9 | 3545.1 | 0.389 |
| 7 | 4383.6 | 4369.5 | 0.323 |
| 8 | 4431.1 | 4392.4 | 0.881 |
), ArticleFig(id=1246028579822220100, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=表1, caption=
矩形板自振频率(φ=π/2)
, figureFileSmall=null, figureFileBig=null, tableContent=
| 阶次 | fPDOM(Hz) | fFEM(Hz) | 相对误差(%) |
|---|
| 1 | 259.43 | 260.24 | 0.311 |
| 2 | 892.41 | 884.85 | 0.854 |
| 3 | 1141.4 | 1136.8 | 0.405 |
| 4 | 2473.9 | 2460.0 | 0.565 |
| 5 | 2674.1 | 2650.9 | 0.875 |
| 6 | 3558.9 | 3545.1 | 0.389 |
| 7 | 4383.6 | 4369.5 | 0.323 |
| 8 | 4431.1 | 4392.4 | 0.881 |
), ArticleFig(id=1246028579889328966, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Table 2, caption=
Natural frequencies of the anisotropic rectangular cracked plate
, figureFileSmall=null, figureFileBig=null, tableContent=
| 阶数 | φ | fPDOM(Hz) | fFEM(Hz) | 相对误差(%) |
|---|
| 1阶 | 0 | 368.53 | 371.92 | 0.911 |
| π/6 | 333.18 | 336.61 | 1.019 |
| π/3 | 269.06 | 268.02 | 0.388 |
| π/2 | 234.40 | 236.97 | 1.085 |
| 2阶 | 0 | 1476.4 | 1476.7 | 0.020 |
| π/6 | 1277.0 | 1272.7 | 0.338 |
| π/3 | 981.59 | 984.72 | 0.318 |
| π/2 | 882.74 | 884.36 | 0.183 |
| 3阶 | 0 | 1493.2 | 1508.8 | 1.033 |
| π/6 | 1418.8 | 1427.5 | 0.609 |
| π/3 | 1188.3 | 1180.9 | 0.627 |
| π/2 | 1048.9 | 1048.4 | 0.048 |
), ArticleFig(id=1246028579956437832, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=表2, caption=
各向异性矩形含裂缝板自振频率
, figureFileSmall=null, figureFileBig=null, tableContent=
| 阶数 | φ | fPDOM(Hz) | fFEM(Hz) | 相对误差(%) |
|---|
| 1阶 | 0 | 368.53 | 371.92 | 0.911 |
| π/6 | 333.18 | 336.61 | 1.019 |
| π/3 | 269.06 | 268.02 | 0.388 |
| π/2 | 234.40 | 236.97 | 1.085 |
| 2阶 | 0 | 1476.4 | 1476.7 | 0.020 |
| π/6 | 1277.0 | 1272.7 | 0.338 |
| π/3 | 981.59 | 984.72 | 0.318 |
| π/2 | 882.74 | 884.36 | 0.183 |
| 3阶 | 0 | 1493.2 | 1508.8 | 1.033 |
| π/6 | 1418.8 | 1427.5 | 0.609 |
| π/3 | 1188.3 | 1180.9 | 0.627 |
| π/2 | 1048.9 | 1048.4 | 0.048 |
), ArticleFig(id=1246028580061295434, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=EN, label=Table 3, caption=
Natural frequencies of the anisotropic rectangular plate with a hole
, figureFileSmall=null, figureFileBig=null, tableContent=
| 阶数 | φ | fPDOM(Hz) | fFEM(Hz) | 相对误差(%) |
|---|
| 1阶 | 0 | 387.88 | 387.03 | 0.220 |
| π/6 | 352.15 | 352.69 | 0.153 |
| π/3 | 283.87 | 285.10 | 0.431 |
| π/2 | 251.29 | 253.05 | 0.696 |
| 2阶 | 0 | 1377.3 | 1379.4 | 0.152 |
| π/6 | 1238.1 | 1236.6 | 0.121 |
| π/3 | 942.66 | 940.47 | 0.233 |
| π/2 | 834.08 | 832.01 | 0.249 |
| 3阶 | 0 | 1591.6 | 1584.0 | 0.480 |
| π/6 | 1459.2 | 1455.5 | 0.254 |
| π/3 | 1263.0 | 1262.2 | 0.063 |
| π/2 | 1160.0 | 1161.2 | 0.103 |
), ArticleFig(id=1246028580191318860, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1246028561321144525, language=CN, label=表3, caption=
各向异性矩形含孔板自振频率
, figureFileSmall=null, figureFileBig=null, tableContent=
| 阶数 | φ | fPDOM(Hz) | fFEM(Hz) | 相对误差(%) |
|---|
| 1阶 | 0 | 387.88 | 387.03 | 0.220 |
| π/6 | 352.15 | 352.69 | 0.153 |
| π/3 | 283.87 | 285.10 | 0.431 |
| π/2 | 251.29 | 253.05 | 0.696 |
| 2阶 | 0 | 1377.3 | 1379.4 | 0.152 |
| π/6 | 1238.1 | 1236.6 | 0.121 |
| π/3 | 942.66 | 940.47 | 0.233 |
| π/2 | 834.08 | 832.01 | 0.249 |
| 3阶 | 0 | 1591.6 | 1584.0 | 0.480 |
| π/6 | 1459.2 | 1455.5 | 0.254 |
| π/3 | 1263.0 | 1262.2 | 0.063 |
| π/2 | 1160.0 | 1161.2 | 0.103 |
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