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A MIXED ELECTRIC BOUNDARY VALUE PROBLEM FOR AN ANTI-PLANE PIEZOELECTRIC CRACK

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Acta Mechanica Solida Sinica 2003年第2期16卷 110-115页

作者： Huang Zhenyu kuang zhenbang (department of engineering mechanics,shanghai jiaotonguniversity,shanghai 200240,china) department of engineering mechanics Shanghai Jiaotong University Shanghai 200240 China

The analytical continuation method is adopted to solve a mixed electric boundary value problem for a piezoelectric medium under anti-plane *** crack face is partly conductive and partly *** results show that the stress intensity factor is identical with the mode Ⅲ stress intensity factor independent of the conducting *** the electric field and the electric displacement are dependent on the electric boundary conditions on the crack faces and are singular not only at the crack tips but also at the junctures between the impermeable part and conducting portions.

关键词： piezoelectric medium fracture mechanics mixed boundary value problem

Finite Eement Facture Aalysis of the Main Arm of Tower Cranes with the 3-D Cracks

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上海交通大学学报 2004年第Z2期38卷 171-175页

作者： Zongjie Cao zhenbang kuang Changping Li department of engineering mechanics Shanghai Jiaotong University Shanghai200240 China department of Mechanical engineering Aeronautic University of Air ForceChangchun 130022 China Department of Engineering Mechanics Shanghai Jiaotong University Shanghai200240 China Department of Mechanical Engineering Aeronautic University of Air ForceChangchun 130022 China

In this paper the local solutions of displacement fields in front of three-dimensional cracks are introduced and a new singular element of three-dimensional crack problems is constructed, and a new method for calculating stress intensity factors of three-dimensional crack problems is presented. With the present method, the structural strength of with longitudinal closed cracks under axial tensions is analyzed. It is possible for the crack to propagate because there are ring tensile stresses near joints of the main arm in tower cranes under axial press stresses. The stress and the stress intensity factor are calculated at joints on the main arm of tower cranes. Influences of welding residual stress on stress intensity factors and stresses are discussed.

关键词： stress intensity factor residual stress singular finite element crack

PROPAGATION OF SURFACE ACOUSTIC WAVES IN PRESTRESSED ANISOTROPIC LAYERED PIEZOELECTRIC STRUCTURES

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维普期刊数据库

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Acta Mechanica Solida Sinica 2003年第1期16卷 16-23页

作者： Liu Hua kuang zhenbang Cai Zhengming Wang Tiejun Wang Zikun department of engineering mechanics Shanghai Jiaotong UniversityShanghai 200240China department of engineering mechanics Xi’an Jiaotong UniversityXi’an 710048China

The propagation of surface acoustic waves in layered piezoelectric structureswith initial stresses is investigated. The phase velocity equations are obtained for electricallyfree and shorted cases, respectively. Effects of the initial stresses on the phase velocity and theelectromechanical coupling coefficient for the fundamental mode of the layered piezoelectricstructures are discussed. Numerical results for the c-axis oriented film of LiNbO_3 on a sapphiresubstrate are given. It is found that the fractional change in phase velocity is a linear functionwith the initial stresses, and the electromechanical coupling factor increases with an increase ofthe absolute values of the compressive initial stresses. The results are useful for the design ofsurface acoustic wave devices.

关键词： surface acoustic waves layered piezoelectric structure phase velocity electromechanical coupling coefficient

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热释电体非保守动力学系统的守恒定律

力学季刊 2001年第2期22卷 154-161页

作者：王吉伟匡震邦上海交通大学工程力学系上海200240

以Noether定理为基础,系统地研究热机电耦合的热释电体非保守动力学系统的守恒定律。引进熵流矢量和温度耗散函数描述热释电体系统的耗散现象,提出了热释电体非保守动力学系统的Lagrange函数以及广义Hamilton最小作用量原理,论证了不变... 详细信息

以Noether定理为基础,系统地研究热机电耦合的热释电体非保守动力学系统的守恒定律。引进熵流矢量和温度耗散函数描述热释电体系统的耗散现象,提出了热释电体非保守动力学系统的Lagrange函数以及广义Hamilton最小作用量原理,论证了不变性变换群的存在条件,提出并证明了广义Noether定理。由此得到了一组守恒定律及J、M积分。

关键词：热释电体非保守动力学系统守恒定律

SOME PROBLEMS IN ELECTROSTRICTIVE AND MAGNETOSTRICTIVE MATERIALS

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Acta Mechanica Solida Sinica 2007年第3期20卷 219-227页

作者： kuang Zhen-Bang department of engineering mechanics Shanghai Jiaotong University Shanghai 200240 China

Some of the previous theories in the electrostrictive and magnetostrictive materials and their differences are discussed in this paper. A variational principle in the general thermodynamic sense is given and the gover... 详细信息

关键词： electrostrictive and magnetostrictive materials energy variational principle governing equation electromagnetive ponderomotive force

考虑非饱和渗透系数随机场统计特征的库岸老滑坡稳定性分析

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岩土工程学报 2023年第2期45卷 327-335,F0003页

作者：王长虹杜昊东柳伟宗振邦胡世韬上海大学力学与工程科学学院土木工程系上海200444 华东交通大学江西省岩土工程基础设施安全与控制重点实验室江西南昌330013 江西交通职业技术学院建筑工程学院江西南昌330013

库岸边坡如果在历史上发生过滑坡灾害,计算所得的安全系数将略高于临界状态值1.0,仅以安全系数评价库岸老滑坡的稳定性,将导致预测结果与边坡稳定状态不相符合。提出以土水特征曲线和非饱和渗透系数为核心的水力参数联合随机(场)统计特... 详细信息

库岸边坡如果在历史上发生过滑坡灾害,计算所得的安全系数将略高于临界状态值1.0,仅以安全系数评价库岸老滑坡的稳定性,将导致预测结果与边坡稳定状态不相符合。提出以土水特征曲线和非饱和渗透系数为核心的水力参数联合随机(场)统计特征为基础,建立库岸边坡稳定性的可靠度分析方法。首先根据有限的室内土水特征关系试验数据,采用贝叶斯理论校准土水特征曲线VGM、VGB、VG和FX模型参数的随机统计特征,并得到模型备选组合的概率。其次根据饱和渗透系数的随机场统计特征,联合土水特征曲线的随机统计特征,生成库岸边坡非饱和渗透系数的随机场空间分布。最后分析仅考虑土水特征曲线随机统计特征的库岸边坡稳定性失效概率,以及综合考虑非饱和渗透系数随机场统计特征的可靠指标。针对三峡库区石榴树包老滑坡在2020年强降雨和长江水位快速升降的工程背景,开展考虑渗流作用的非饱和土边坡稳定性可靠度分析。研究结果表明,虽然边坡稳定性的安全系数较低,但是可靠指标满足规范不小于2.70的要求,无需采取额外的边坡工程加固措施,建议继续开展边坡的长期健康监测。

关键词：库岸老滑坡土水特征曲线非饱和渗透系数贝叶斯方法可靠度分析

CEPC Technical Design Report

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Radiation Detection Technology and Methods 2024年第1期8卷 I0003-I0016,1-1091页

作者： Waleed Abdallah Tiago Carlos Adorno de Freitas Konstantin Afanaciev Shakeel Ahmad Ijaz Ahmed Xiaocong Ai Abid Aleem Wolfgang Altmannshofer Fabio Alves Weiming An Rui An Daniele Paolo Anderle Stefan Antusch Yasuo Arai Andrej Arbuzov Abdesslam Arhrib Mustafa Ashry Sha Bai Yu Bai Yang Bai Vipul Bairathi Csaba Balazs Philip Bambade Yong Ban Tripamo Bandyopadhyay Shou-Shan Bao Desmond P.Barber Ayse Bat Varvara Batozskaya Subash Chandra Behera Alexander Belyaev Michele Bertucci Xiao-Jun Bi Yuanjie Bi Tianjian Bian Fabrizio Bianchi Thomas Biekotter Michela Biglietti Shalva Bilanishvili Deng Binglin Denis Bodrov Anton Bogomyagkov Serge Bondarenko Stewart Boogert Maarten Boonekamp Marcello Borri Angelo Bosotti Vincent Boudry Mohammed Boukidi Igor Boyko Ivanka Bozovic Giuseppe Bozzi Jean-Claude Brient Anastasiia Budzinskaya Masroor Bukhari Vladimir Bytev Giacomo Cacciapaglia Hua Cai Wenyong Cai Wujun Cai Yijian Cai Yizhou Cai Yuchen Cai Haiying Cai Huacheng Cai Lorenzo Calibbi Junsong Cang Guofu Cao Jianshe Cao Antoine Chance Xuejun Chang Yue Chang Zhe Chang Xinyuan Chang Wei Chao Auttakit Chatrabhuti Yimin Che Yuzhi Che Bin Chen Danping Chen Fuqing Chen Fusan Chen Gang Chen Guoming Chen Hua-Xing Chen Huirun Chen Jinhui Chen Ji-Yuan Chen Kai Chen Mali Chen Mingjun Chen Mingshui Chen Ning Chen Shanhong Chen Shanzhen Chen Shao-Long Chen Shaomin Chen Shiqiang Chen Tianlu Chen Wei Chen Xiang Chen Xiaoyu Chen Xin Chen Xun Chen Xurong Chen Ye Chen Ying Chen Yukai Chen Zelin Chen Zilin Chen Gang Chen Boping Chen Chunhui Chen Hok Chuen Cheng Huajie Cheng Shan Cheng Tongguang Cheng Yunlong Chi Pietro Chimenti Wen Han Chiu Guk Cho Ming-Chung Chu Xiaotong Chu Ziliang Chu Guglielmo Coloretti Andreas Crivellin Hanhua Cui Xiaohao Cui Zhaoyuan Cui Brunella D'Anzi Ling-Yun Dai Xinchen Dai Xuwen Dai Antonio De Maria Nicola De Filippis Christophe De La Taille Francesca De Mori Chiara De Sio Elisa Del Core Shuangxue Deng Wei-Tian Deng Zhi Deng Ziyan Deng Bhupal Dev Tang Dewen Biagio Di Micco Ran Ding Siqin Dingl Yadong Ding Haiyi Dong Jianin AGH university of Science and Technology Faculty of Physics and Applied Computer ScienceKrakow Anhui university HefeiAnhui Applied Physics department Federal Urdu University of ArtsScience and TechnologyIslamabad Banaras Hindu university Institute of ScienceVaranasi Bandirma Onyedi Eylul university Bandirma Beihang university Beijing Beijing Computational Science Research Center Beijing Beijing Conveyi LTD Beijing Beijing Glass Research Institute Co. LtdBeijing Beijing Institute of Technology Beijing Beijing Normal university Beijing Brown university ProvidenceRI Budker Institute of Nuclear Physics Novosibirsk Cadi Ayyad university Laboratory of Fundamental and Applied PhysicsPolydisciplinary FacultyMarrakech Cairo university Giza Center for Theory and Computation National Tsing Hua UniversityHsinchu Central china Normal university WuhanHubei Central South university ChangshaHunan Centro de Fisica Teorica de Particulas Universidade Tecnica de LisboaLisboa Chengdu KaitengSifang Digital Radio&TV Equipment Co. LtdChengduSichuan china academy of engineering physics MianyangSichuan china building materials academy Beijing china Center of Advanced Science and Technology Beijing china Institute of Atomic Energy Beijing china Jiliang university HangzhouZhejiang china Nuclear Instrument CO. LTDBeijing china university of Geosciences Beijing china university of Geosciences WuhanHubei china university of Mining and Technology XuzhouJiangsu china West Normal university NanchongSichuan Chongqing university Department of PhysicsChongqing Chulalongkorn university Bangkok City university of Hong Kong Department of PhysicsHong Kong Cockcroft Institute Daresbury Cornell university IthacaNY CPPM(AMU/IPhU&CNRS/INP) Marseille Dalian Minzu university DalianLiaoning Dalian university of Technology Department of PhysicsDalian Deutsches Elektronen-Synchrotron DESY Hamburg Dzhelepov Laboratory of Nuclear Problems of Joint Institute for Nuclear Research(DLNP JINR) Dubna East china university Of Science And Technol

The Circular Electron Positron Collider(CEPC)is a large scientific project initiated and hosted by china,fostered through extensive collaboration with international *** complex comprises four accelerators:a 30 GeV Linac,a 1.1 GeV Damping Ring,a Booster capable of achieving energies up to 180 GeV,and a Collider operating at varying energy modes(Z,W,H,and tt).The Linac and Damping Ring are situated on the surface,while the subterranean Booster and Collider are housed in a 100 km circumference underground tunnel,strategically accommodating future expansion with provisions for a potential Super Proton Proton Collider(SPPC).The CEPC primarily serves as a Higgs *** its baseline design with synchrotron radiation(SR)power of 30 MW per beam,it can achieve a luminosity of 5×10^(34)cm^(-2)s^(-1)per interaction point(IP),resulting in an integrated luminosity of 13 ab^(-1)for two IPs over a decade,producing 2.6 million Higgs *** the SR power to 50 MW per beam expands the CEPC's capability to generate 4.3 million Higgs bosons,facilitating precise measurements of Higgs coupling at sub-percent levels,exceeding the precision expected from the HL-LHC by an order of *** Technical Design Report(TDR)follows the Preliminary Conceptual Design Report(Pre-CDR,2015)and the Conceptual Design Report(CDR,2018),comprehensively detailing the machine's layout,performance metrics,physical design and analysis,technical systems design,R&D and prototyping efforts,and associated civil engineering ***,it includes a cost estimate and a preliminary construction timeline,establishing a framework for forthcoming engineering design phase and site selection *** is anticipated to begin around 2027-2028,pending government approval,with an estimated duration of 8 *** commencement of experiments and data collection could potentially be initiated in the mid-2030s.

关键词： initiated exceeding precise