ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT)
Stiffness performance is an important index to evaluate the bearing capacity of array framework and radar working accuracy. The mean square root of reflector deformation is often used to measure the stiffness performance of array, but the root mean square method can only analyze the overall stiffnes...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | zho |
| Published: |
Editorial Office of Journal of Mechanical Strength
2023-01-01
|
| Series: | Jixie qiangdu |
| Subjects: | |
| Online Access: | http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2023.04.019 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1841534345338159104 |
|---|---|
| author | WANG Chao SUN XiaoGang GU YeQing Lü ZhenHua Lü YiNing |
| author_facet | WANG Chao SUN XiaoGang GU YeQing Lü ZhenHua Lü YiNing |
| author_sort | WANG Chao |
| collection | DOAJ |
| description | Stiffness performance is an important index to evaluate the bearing capacity of array framework and radar working accuracy. The mean square root of reflector deformation is often used to measure the stiffness performance of array, but the root mean square method can only analyze the overall stiffness of the framework, and can not evaluate the stiffness of local modules and their contribution to the overall stiffness.To solve this problem, the stiffness contribution of substructure（λ） and substructure bearing coefficient（α） were proposed based on the design criteria of substructure strain energy and uniform strain energy density, which has high calculation efficiency and wide application. Through this two parameters, the stiffness contribution of substructure in complex structure can be evaluated and analyzed conveniently. Finally, taking a typical vehicle mounted phased array radar as an example, the contribution and matching of the box girder substructure and T type joint substructure to the array framework were analyzed detailly, and then the influence of the array panel on the substructure stiffness contribution of the frame was analyzed. Through the analysis, some improvement design suggestions were put forward for the lightweight and bearing capacity design of the array antenna frame. |
| format | Article |
| id | doaj-art-ad7e40adbc57462581e68fb09dcc3f4c |
| institution | Kabale University |
| issn | 1001-9669 |
| language | zho |
| publishDate | 2023-01-01 |
| publisher | Editorial Office of Journal of Mechanical Strength |
| record_format | Article |
| series | Jixie qiangdu |
| spelling | doaj-art-ad7e40adbc57462581e68fb09dcc3f4c2025-01-15T02:41:04ZzhoEditorial Office of Journal of Mechanical StrengthJixie qiangdu1001-96692023-01-0189490042278022ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT)WANG ChaoSUN XiaoGangGU YeQingLü ZhenHuaLü YiNingStiffness performance is an important index to evaluate the bearing capacity of array framework and radar working accuracy. The mean square root of reflector deformation is often used to measure the stiffness performance of array, but the root mean square method can only analyze the overall stiffness of the framework, and can not evaluate the stiffness of local modules and their contribution to the overall stiffness.To solve this problem, the stiffness contribution of substructure（λ） and substructure bearing coefficient（α） were proposed based on the design criteria of substructure strain energy and uniform strain energy density, which has high calculation efficiency and wide application. Through this two parameters, the stiffness contribution of substructure in complex structure can be evaluated and analyzed conveniently. Finally, taking a typical vehicle mounted phased array radar as an example, the contribution and matching of the box girder substructure and T type joint substructure to the array framework were analyzed detailly, and then the influence of the array panel on the substructure stiffness contribution of the frame was analyzed. Through the analysis, some improvement design suggestions were put forward for the lightweight and bearing capacity design of the array antenna frame.http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2023.04.019Stiffness characteristicsStiffness contributionBearing coefficientSubstructureJointAntenna array |
| spellingShingle | WANG Chao SUN XiaoGang GU YeQing Lü ZhenHua Lü YiNing ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT) Jixie qiangdu Stiffness characteristics Stiffness contribution Bearing coefficient Substructure Joint Antenna array |
| title | ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT) |
| title_full | ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT) |
| title_fullStr | ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT) |
| title_full_unstemmed | ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT) |
| title_short | ONE EVALUATION METHOD FOR THE CONTRIBUTION OF SUBSTRUCTURE STIFFNESS TO ARRAY FRAMEWORK STIFFNESS (MT) |
| title_sort | one evaluation method for the contribution of substructure stiffness to array framework stiffness mt |
| topic | Stiffness characteristics Stiffness contribution Bearing coefficient Substructure Joint Antenna array |
| url | http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2023.04.019 |
| work_keys_str_mv | AT wangchao oneevaluationmethodforthecontributionofsubstructurestiffnesstoarrayframeworkstiffnessmt AT sunxiaogang oneevaluationmethodforthecontributionofsubstructurestiffnesstoarrayframeworkstiffnessmt AT guyeqing oneevaluationmethodforthecontributionofsubstructurestiffnesstoarrayframeworkstiffnessmt AT luzhenhua oneevaluationmethodforthecontributionofsubstructurestiffnesstoarrayframeworkstiffnessmt AT luyining oneevaluationmethodforthecontributionofsubstructurestiffnesstoarrayframeworkstiffnessmt |