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Design of a Novel Exoskeleton with Passive Magnetic Spring Self-locking and Spine Lateral Balancing
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作者 Jhon F.Rodríguez-León Betsy D.M.Chaparro-Rico +3 位作者 Daniele Cafolla Francesco Lago Eduardo Castillo-Castañeda Giuseppe Carbone 《Journal of Bionic Engineering》 SCIE EI CSCD 2024年第1期236-255,共20页
This paper proposes a new upper-limb exoskeleton to reduce worker physical strain.The proposed design is based on a novel PRRRP(P-Prismatic;R-Revolute)kinematic chain with 5 passive Degrees of Freedom(DoF).Utilizing a... This paper proposes a new upper-limb exoskeleton to reduce worker physical strain.The proposed design is based on a novel PRRRP(P-Prismatic;R-Revolute)kinematic chain with 5 passive Degrees of Freedom(DoF).Utilizing a magnetic spring,the proposed mechanism includes a specially designed locking mechanism that maintains any desired task posture.The proposed exoskeleton incorporates a balancing mechanism to alleviate discomfort and spinal torsional effects also helping in limb weight relief.This paper reports specific models and simulations to demonstrate the feasibility and effectiveness of the proposed design.An experimental characterization is performed to validate the performance of the mechanism in terms of forces and physical strain during a specific application consisting of ceiling-surface drilling tasks.The obtained results preliminarily validate the engineering feasibility and effectiveness of the proposed exoskeleton in the intended operation task thereby requiring the user to exert significantly less force than when not wearing it. 展开更多
关键词 Assistive mechanism EXOSKELETON Locking mechanism Bionic robot
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裂隙溶洞对隧道围岩稳定性的数值分析 被引量:3
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作者 赵蕾 邬忠虎 +1 位作者 娄义黎 王安礼 《江西水利科技》 2020年第2期100-105,共6页
为探究不同充水条件下裂隙溶洞对隧道开挖过程中围岩稳定性的影响,利用RFPA渗流版数值软件对不同裂隙溶洞充水条件下隧道开挖过程进行数值分析.研究表明:裂隙溶洞中水压的存在对围岩稳定性的影响显著,水压在3MPa以下时,随着水压的增大,... 为探究不同充水条件下裂隙溶洞对隧道开挖过程中围岩稳定性的影响,利用RFPA渗流版数值软件对不同裂隙溶洞充水条件下隧道开挖过程进行数值分析.研究表明:裂隙溶洞中水压的存在对围岩稳定性的影响显著,水压在3MPa以下时,随着水压的增大,隧道围岩破坏程度越大,破坏速度越快,渗流路径越复杂,发生的突水灾害越严重.水压的存在影响着隧道围岩破坏过程能量演化规律,当裂隙溶洞中存在低水压(0MPa、1MPa)时,围岩破坏释放的能量表现为平缓-激增-平缓-激增的演化规律.当裂隙溶洞存在高水压(3MPa)时,围岩破坏释放的能量表现为平缓-激增的演化规律.研究结果对岩溶地区隧道施工过程中突水、危石垮塌灾害防控具有指导意义. 展开更多
关键词 裂隙溶洞 RFPA 隧道围岩 突水 数值分析 能量
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