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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 韓仁毓 | |
| dc.contributor.author | Jenny Guo | en |
| dc.contributor.author | 郭珍祥 | zh_TW |
| dc.date.accessioned | 2021-06-16T06:49:25Z | - |
| dc.date.available | 2019-07-29 | |
| dc.date.copyright | 2014-07-29 | |
| dc.date.issued | 2014 | |
| dc.date.submitted | 2014-07-24 | |
| dc.identifier.citation | ABAQUS Version 6.12-2. Analysis User’s Manual. Dassault Systèmes Simulia Corporation, Providence, RI, 2012.
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| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/57514 | - |
| dc.description.abstract | 結構物之健康監測對人民生命財產的保護相當重要，一般結構監測常以變形為主要觀測量，藉由各種測量方法可得到待測物在不同時間的空間資訊，用以判定待測物的變形行為。近年來隨著各種觀測技術的發展，利用觀測所得之空間資訊可用以推估待測物之位移與應變，並進一步依材料之應變破壞準則判斷結構物之健康狀況。一般由待測物位移場求取對應的應變時，常採用有限差分法或有限元素法分析；惟結構變形時若含有剛體運動，則無法全然正確偵測與排除。為克服此點，本研究首先建立以線性轉換作為應變分析的解算方法，該法具有簡單且明確的幾何意涵，適用於各類均質空間資料的轉換。運用線性轉換法於結構應變分析時，除能正確獲得應變參數外，同時具有解算求解單元剛體運動分量之優點。此外，應變場估計後之參數品質為後續相關應用工作時所需之資料，本研究根據誤差傳播理論建立出參數向量估計值方差協方差矩陣之解析表示式。而透過數值模擬以及各種不同尺度下影像量測的實驗成果顯示，本法皆能夠成功辨識剛體與應變場域之實際行為，並合理評估應變參數之不確定性，對於結構物之破壞評估與相關規劃任務將可提供更為明確的指標依據。 | zh_TW |
| dc.description.abstract | Structural health monitoring is an ongoing issue. Knowing the state of strain can help to evaluate a structure’s health status by employing strain failure criteria. In this study, a full strain field determination based on the non-iterative solution for linear transformations (NISLT) technique is developed with a main emphasis of identifying rigid-body motion and natural deformation coupled in the displacement fields. Furthermore, an analytical expression of the covariance matrix of the linear transformation parameters determined from the NISLT approach is rigorously derived. By attaining the quality of the displacement field, one can assess the quality of the determined strain parameters. The derivation was verified in numerical simulations and in various types and scales of laboratory experiments which demonstrated that the estimated strain fields differ from the originally assumed principal strain (real strain) or the strain gauge reading within the range of 1.96 times the standard deviation. The derived quality assessment of the NISLT approach provides a fair estimation of how accurate the strain would be under certain observation noise while the corresponding rigid body motion could be explicitly identified. Thereby, the quality of a structural health monitoring system under strain failure criteria could be properly regulated, which is important for the planning of structural monitoring tasks. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-16T06:49:25Z (GMT). No. of bitstreams: 1 ntu-103-D98521017-1.pdf: 9931151 bytes, checksum: 1ccd9f1a88e0f6d569a5e2fd98bfeedc (MD5) Previous issue date: 2014 | en |
| dc.description.tableofcontents | 口試委員審定書 i
誌謝 iii 中文摘要 v Abstract vii Table of Contents ix List of Figures xi List of Tables xiii Chapter 1 1 Introduction 1 1.1 Overview 2 1.1.1 Role of structural health monitoring 3 1.1.2 Current structural health monitoring techniques 5 1.1.3 Decision making regarding monitoring results 9 1.2 Effectiveness of strain field determination 11 1.3 Research objective and scope 14 1.4 Thesis outline 15 Chapter 2 17 Strain Field Analysis 17 2.1 Overview 18 2.2 Definition of strain 18 2.3 Strain field determination 30 2.3.1 Finite difference method 30 2.3.2 Finite element method 31 2.4 Experimental evaluation 34 2.5 Concluding remarks 37 Chapter 3 39 Strain Field Determination Approach 39 3.1 Overview 40 3.2 NISLT-based strain determination algorithm 40 3.2.1 Mathematical model 41 3.2.2 Estimation of deformation parameters 44 3.3 Experimental evaluation 48 3.3.1 Comparison with FDM and FEM 49 3.3.2 Simply-supported beam analysis 52 3.3.3 3D plate analysis 60 3.3.4 Rigid-body motion analysis 63 3.4 Concluding remarks 65 Chapter 4 66 Quality Assessment 66 4.1 Overview 67 4.2 2D derivation 68 4.3 3D derivation 78 4.4 Experimental evaluation 82 4.4.1 2D experiments 82 4.4.2 3D experiments 87 4.5 Concluding remarks 94 Chapter 5 95 Cases of Image-based Strain Estimation 95 5.1 Overview 96 5.2 Displacement field acqusition 96 5.3 Experimental evaluation 97 5.3.1 Zero-strain experiment 98 5.3.2 Tension experiment 102 5.3.3 Bending experiment 109 5.3.4 Real-size experiment 113 5.4 Concluding remarks 120 Chapter 6 121 Conclusion and Future Work 121 6.1 Conclusion 122 6.2 Future Work 124 References 126 | |
| dc.language.iso | en | |
| dc.subject | 剛體運動 | zh_TW |
| dc.subject | 非迭代線性轉換 | zh_TW |
| dc.subject | 誤差傳播 | zh_TW |
| dc.subject | 品質評估 | zh_TW |
| dc.subject | 自然變形 | zh_TW |
| dc.subject | 應變場估計 | zh_TW |
| dc.subject | natural deformation | en |
| dc.subject | error propagation | en |
| dc.subject | quality assessment | en |
| dc.subject | non-iterative solution for linear transformations (NISLT) | en |
| dc.subject | rigid-body motion | en |
| dc.subject | strain analysis | en |
| dc.title | 全域應變場估計與嚴謹誤差評估法 | zh_TW |
| dc.title | Full Strain Field Determination with Rigorously Derived Quality Assessment | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 102-2 | |
| dc.description.degree | 博士 | |
| dc.contributor.oralexamcommittee | 呂良正,趙鍵哲,吳究,楊名,史天元 | |
| dc.subject.keyword | 應變場估計,剛體運動,自然變形,非迭代線性轉換,誤差傳播,品質評估, | zh_TW |
| dc.subject.keyword | strain analysis,error propagation,quality assessment,non-iterative solution for linear transformations (NISLT),rigid-body motion,natural deformation, | en |
| dc.relation.page | 136 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2014-07-24 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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