Showing 161 - 180 results of 286 for search '"buckling"', query time: 0.04s Refine Results
  1. 161

    Model-Independent 3D Descriptors of Vertebral Cancellous Bone Architecture by Ian H. Parkinson, Danielle Forbes, Peter Sutton-Smith, Nicola L. Fazzalari

    Published 2010-01-01
    “…From 3D anaglyphs, trabecular rod thickness and length were measured and the trabecular rod Buckling index was calculated. From 3D voxel-based datasets, bone volume density, trabecular thickness, and trabecular separation were measured. …”
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  2. 162

    Investigation of Double-Layer Corrugated Steel Plate Shear Walls in Multi-Story Frames by Mahdi Kiani, Ali Mohammad Rousta, Hamed Enatyati

    Published 2024-11-01
    “…Flat steel plate shear walls (FPSWs) are widely used in steel structures, but they are prone to buckling under lateral loads. As an alternative, corrugated steel plate shear walls (CPSWs) have been introduced, in which the infill flat steel plate is replaced with a corrugated steel plate. …”
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  3. 163

    Research on bias stress characteristics and influencing factors of concrete stacked columns with thin-walled steel tubes restrained by spiral ribs by Zhen-Shan Wang, Qian-Li Huang, Jia-Yi Han, Jun Wei, Jun-Long Lu

    Published 2025-02-01
    “…This study introduces an innovative spiral stiffener to mitigate the local buckling issue of thin-walled steel tubular concrete. …”
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  4. 164

    Study on Bearing Capacity of the Existing Engineering Pile Group without Lateral Displacement during Dynamic Top-Down Construction by Zhen Wang, Yang Zhao, Xuelin Yang, Zhi Ding, Wenwei Zhu, Qingzhong Wang

    Published 2022-01-01
    “…The present solution of the bearing capacity with the compression buckling effect is 1.10∼1.30 times of the code solution, which shows that the code solution is partial to safety, and the residual bearing can be properly considered in the design.…”
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  5. 165

    Study on Rapid Repair Method of Earthquake Damaged Pier Column Based on Multi-Level Fortification by Xiuli Xu, Lingxin Yan, Han Wu, Xu Chen, Shenpeng Xu, Xuehong Li

    Published 2024-12-01
    “…Failure initiates with the buckling of the brace, followed by the buckling of the steel sleeves, demonstrating a multi-stage failure mode. …”
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  6. 166

    Axial Loading Behaviour of Self-Compacting Concrete-Filled Thin-Walled Steel Tubular Stub Columns by Yunyang Wang, Lei Xiao, Chu Jiang, Yandong Jia, Guang Yang, Meng Li, Xiangliang Tang, Duo Chen

    Published 2021-01-01
    “…The columns with larger D/t ratios appeared more local buckling, and its location is more close to the end of the columns. …”
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  7. 167

    高β值的多层屈曲约束支撑钢框架结构设计层剪力分布研究 by 陈宜虎, 赵艳林, 包恩和, 邢心魁

    Published 2015-01-01
    “…为了研究多层屈曲约束支撑钢框架(Buckling Restrained Braced Frame,简称BRBF)在屈曲约束支撑(Buckling Restrained Brace,简称BRB)分担率β值较高时,层剪力的优化分布,对β值约为0.9的框架振动模型(MF)和质点系振动模型(MS-0、MS-1和MS-2)进行弹塑性时程分析,研究其层剪力、层间位移角、最大倾覆弯矩及支撑固定柱的地震响应。…”
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  8. 168

    Development of Refined Electromagnetic Models of Reciprocating Electric Generators with Permanent Magnets by A. B. Menzhinski, A. N. Malashin, P. B. Menzhinski

    Published 2021-07-01
    “…A distinctive feature of the refined electromagnetic models of generators is the consideration of the scattering and buckling coefficients of the magnetic flux in the magnetic system that change during the simulation.…”
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  9. 169

    Structural reliability analysis of steel structural covering based on the theory of evidence by S. A. Solov’ev, A. E. In’kov, A. A. Solov’eva, V. A. Smirnov

    Published 2024-08-01
    “…When considering the cross-sectional area as a random variable, the reliability of the truss bar on the buckling was 23 % lower (lower reliability bound) than in a similar calculation with a deterministic value.…”
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  10. 170

    An Investigation of Damage Mechanism Induced by Earthquake in a Plate Girder Bridge Based on Seismic Response Analysis: Case Study of Tawarayama Bridge under the 2016 Kumamoto Eart... by Mya Nan Aye, Akira Kasai, Mitsuhiro Shigeishi

    Published 2018-01-01
    “…The field survey and dynamic response analysis indicate that the buckling design of the lower lateral members should be considered in the future design of bridges.…”
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  11. 171

    Bionic Inner-Tapered Energy Absorption Tube Featuring Progressively Enhanced Fold Deformation Mode by Shuang Zhang, Zhengzhi Mu, Wenda Song, Zhiyan Zhang, Hexuan Yu, Binjie Zhang, Zhiwu Han, Luquan Ren

    Published 2024-12-01
    “…However, conventional slender tubes are prone to catastrophic failures such as Euler’s buckling under axial load. Interestingly, growing bamboos overcome this similar dilemma via a unique tapered intine in the internodes, which endows them with excellent energy absorption. …”
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  12. 172

    Design of a wasp-inspired biopsy needle capable of self-propulsion and friction-based tissue transport by Jette Bloemberg, Suzanne van Wees, Suzanne van Wees, Vera G. Kortman, Aimée Sakes

    Published 2025-01-01
    “…Percutaneous pancreatic core biopsy is conclusive but challenging due to large-diameter needles, while smaller-diameter needles used in aspiration methods suffer from buckling and clogging. Inspired by the ovipositor of parasitic wasps, which resists buckling through self-propulsion and prevents clogging via friction-based transport, research has led to the integration of these functionalities into multi-segment needle designs or tissue transport system designs. …”
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  13. 173

    Molecular dynamics investigation of compressive behaviour of carbon nanotubes (CNT) reinforced calcium silicate hydrate (C-S-H) with different Ca: Si ratios by E.R.K. Chandrathilaka, Shanaka Kristombu Baduge, Priyan Mendis, P.S.M. Thilakarathna

    Published 2025-03-01
    “…The failure of CNT-reinforced C-S-H was mainly caused by the buckling of silicate chains/ silicate chain segments in the C-S-H, while CNT buckling was observed before the composite reached its peak stress. …”
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  14. 174

    CRASHWORTHINESS OF SQUARE TUBE WITH REDUCED THICKNESS AT IMPACTED END AND DENT UNDER AXIAL IMPACT by WANG Zhen, JI ZhenHua, FENG XianZhang, JIANG ZhiQiang

    Published 2017-01-01
    “…By stamping dent on tube,progressive buckling folding can be achieved. So crashworthiness of tube is improved by reducing thickness at impacted end and stamping dent.…”
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  15. 175

    Scalability in SLA lattice through lattice orientation and hybrid frame and plate architectures by Mahan Ghosh, Nandika Anne D'Souza, Yunwei Xu, Mohan Sai Kiran Kumar Yadav Nartu, Vignesh Pagadalu, Sina Rastegarzadeh, Jida Huang

    Published 2025-03-01
    “…Simulations and measurements indicated that the optimal lightweight lattice was determined to be when two plates were placed opposite each other with plates buttressing the struts, inhibiting buckling of the struts aligned with the loading direction. …”
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  16. 176

    FINITE ELEMENT ANALYSIS AND LIGHTWEIGHT OF FORKLIFT TRUCK WITH MAST SUBJECTED TO BENDING AND TORQUE MOMENT by LIU ZeChao, XU ZhiPei, WANG YuZhu, ZHANG KunMing

    Published 2015-01-01
    “…Under the constraint conditions of size,strength,the stability against elastic buckling,and with board thickness and structure sizes as the design variables,disadvantageous working conditions are analyzed and optimized,all working conditions tested and verified,and optimal results and their rounds received under the goal of lightweight. …”
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  17. 177

    Optimization design based approach for the determination and minimization of the displacement under tensile load in hybrid composite joint by Fouzia Merabbi, Abdelkader Lousdad, Abdelkader Megueni, Abderahmane Sahli

    Published 2020-04-01
    “…Composite materials are most often used for lengthier and thin structures susceptible to buckle. The optimization is often carried out taking into consideration the resistance to buckling and tensile loads for minimum displacement i.e maximization of the tensile load for composite assembly joint. …”
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  18. 178

    Simulation and experimental study on energy absorption components of advanced hydraulic support for mining by Xiaochun XIAO, Ziyang LI, Xin DING, Jun XU, Heng ZHU, Zhen DING

    Published 2024-12-01
    “…The plastic deformation of the support is effectively reduced through the buckling deformation of the energy absorption component. …”
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  19. 179

    Earthquake Response Control of Double-Layer Truss Walls by means of Innovative Fuse Connections by Koichiro Ishikawa

    Published 2018-01-01
    “…It is confirmed in the dynamic elastoplastic analysis that the control of the dynamic collapse mechanism such as the steel bolt elongation can avoid a brittle collapse mechanism such as a chain of member buckling. The evaluation method is also proposed by means of the limit displacement considering a ductility factor of the steel bolt within 2.0.…”
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  20. 180

    EXPERIMENTAL STUDY AND SIMULATION ON AXIAL COMPRESSION OF LAMINATED CELLULAR CYLINDRICAL SHELL (MT) by HE Pu, DENG QingTian, LI XinBo, SONG XueLi

    Published 2023-01-01
    “…It is concluded that the axial compression performance of re-entrant cylindrical shell is better than regular hexagonal cylindrical shell. The buckling deformation modes of laminated cellular cylindrical shell under axial compression were analyzed. …”
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