Conference
Testing analysis of eSAF frame in case study of frame cracking based on finite element analysis.
| Title: | Testing analysis of eSAF frame in case study of frame cracking based on finite element analysis. |
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| Authors: | Budiman, Yosef, Widyianto, Agus, Solikin, Moch, Budiman, Agus, Nugraha, Beni Setya |
| Source: | AIP Conference Proceedings; 2025, Vol. 3354 Issue 1, p1-7, 7p |
| Subject Terms: | Finite element method, Structural frames, Weathering, Strains & stresses (Mechanics), Yield stress, Crack formation in solids, Safety factor in engineering |
| Abstract: | The research focused on the evaluation and testing concept to evaluate developed works before being validated through specified tests to identify the strength of the eSAF frame (Enhanced Smart Architecture Frame) in withstanding passenger loads. A remodeling approach was employed, consisting of conducting observations and redrawing the eSAF frame for the finite element analysis (FEA) modeling to obtain static structural loading simulation results. Comparisons of these simulation results were made in reference to the required standards for each parameter a) displacement, b) Von Mises stress, and c) safety factor). The findings demonstrated test data obtained from two phases, namely 1) Total Area and 2) Cracking Area, which respectively consisted of; total displacement: 0.1333 mm1) and 0.002794 mm2), Von Mises stress: 287,1 MPa1) and 10,79 MPa2), and safety factor: 15 ul1) and 15 ul2). In comparison to the standards, these were recorded: maximum displacement of 10.54 mm, maximum Von Mises stress of 680 MPa, and a minimum safety factor of 1.35. Those findings indicated that the strength of the eSAF frame was sufficient to withstand passenger loads up to double the normal load. The observations also reinforced the results of the analysis, revealing the presence of silicates that could not be coated with paint. This suggests that frame cracking resulted from rust that spread and worsened the frame's condition due to coats of uneven paint on the entire parts of the frame. [ABSTRACT FROM AUTHOR] |
| Copyright of AIP Conference Proceedings is the property of American Institute of Physics and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Complementary Index |
| FullText | Text: Availability: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Testing analysis of eSAF frame in case study of frame cracking based on finite element analysis. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Budiman%2C+Yosef%22">Budiman, Yosef</searchLink><br /><searchLink fieldCode="AR" term="%22Widyianto%2C+Agus%22">Widyianto, Agus</searchLink><br /><searchLink fieldCode="AR" term="%22Solikin%2C+Moch%22">Solikin, Moch</searchLink><br /><searchLink fieldCode="AR" term="%22Budiman%2C+Agus%22">Budiman, Agus</searchLink><br /><searchLink fieldCode="AR" term="%22Nugraha%2C+Beni+Setya%22">Nugraha, Beni Setya</searchLink> – Name: TitleSource Label: Source Group: Src Data: AIP Conference Proceedings; 2025, Vol. 3354 Issue 1, p1-7, 7p – Name: Subject Label: Subject Terms Group: Su Data: <searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+frames%22">Structural frames</searchLink><br /><searchLink fieldCode="DE" term="%22Weathering%22">Weathering</searchLink><br /><searchLink fieldCode="DE" term="%22Strains+%26+stresses+%28Mechanics%29%22">Strains & stresses (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Yield+stress%22">Yield stress</searchLink><br /><searchLink fieldCode="DE" term="%22Crack+formation+in+solids%22">Crack formation in solids</searchLink><br /><searchLink fieldCode="DE" term="%22Safety+factor+in+engineering%22">Safety factor in engineering</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: The research focused on the evaluation and testing concept to evaluate developed works before being validated through specified tests to identify the strength of the eSAF frame (Enhanced Smart Architecture Frame) in withstanding passenger loads. A remodeling approach was employed, consisting of conducting observations and redrawing the eSAF frame for the finite element analysis (FEA) modeling to obtain static structural loading simulation results. Comparisons of these simulation results were made in reference to the required standards for each parameter a) displacement, b) Von Mises stress, and c) safety factor). The findings demonstrated test data obtained from two phases, namely 1) Total Area and 2) Cracking Area, which respectively consisted of; total displacement: 0.1333 mm<superscript>1)</superscript> and 0.002794 mm<superscript>2)</superscript>, Von Mises stress: 287,1 MPa<superscript>1)</superscript> and 10,79 MPa<superscript>2)</superscript>, and safety factor: 15 ul<superscript>1)</superscript> and 15 ul<superscript>2)</superscript>. In comparison to the standards, these were recorded: maximum displacement of 10.54 mm, maximum Von Mises stress of 680 MPa, and a minimum safety factor of 1.35. Those findings indicated that the strength of the eSAF frame was sufficient to withstand passenger loads up to double the normal load. The observations also reinforced the results of the analysis, revealing the presence of silicates that could not be coated with paint. This suggests that frame cracking resulted from rust that spread and worsened the frame's condition due to coats of uneven paint on the entire parts of the frame. [ABSTRACT FROM AUTHOR] – Name: Abstract Label: Group: Ab Data: <i>Copyright of AIP Conference Proceedings is the property of American Institute of Physics and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1063/5.0291681 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 7 StartPage: 1 Subjects: – SubjectFull: Finite element method Type: general – SubjectFull: Structural frames Type: general – SubjectFull: Weathering Type: general – SubjectFull: Strains & stresses (Mechanics) Type: general – SubjectFull: Yield stress Type: general – SubjectFull: Crack formation in solids Type: general – SubjectFull: Safety factor in engineering Type: general Titles: – TitleFull: Testing analysis of eSAF frame in case study of frame cracking based on finite element analysis. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Budiman, Yosef – PersonEntity: Name: NameFull: Widyianto, Agus – PersonEntity: Name: NameFull: Solikin, Moch – PersonEntity: Name: NameFull: Budiman, Agus – PersonEntity: Name: NameFull: Nugraha, Beni Setya IsPartOfRelationships: – BibEntity: Dates: – D: 24 M: 04 Text: 2025 Type: published Y: 2025 Identifiers: – Type: issn-print Value: 0094243X Numbering: – Type: volume Value: 3354 – Type: issue Value: 1 Titles: – TitleFull: AIP Conference Proceedings Type: main |
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