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Support design method for deep soft-rock tunnels in non-hydrostatic high in-situ stress field
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作者 ZHENG Ke-yue SHI Cheng-hua +3 位作者 ZHAO Qian-jin LEI Ming-feng JIA Chao-jun PENG Zhu 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第7期2431-2445,共15页
Due to the long-term plate tectonic movements in southwestern China,the in-situ stress field in deep formations is complex.When passing through deep soft-rock mass under non-hydrostatic high in-situ stress field,tunne... Due to the long-term plate tectonic movements in southwestern China,the in-situ stress field in deep formations is complex.When passing through deep soft-rock mass under non-hydrostatic high in-situ stress field,tunnels will suffer serious asymmetric deformation.There is no available support design method for tunnels under such a situation in existing studies to clarify the support time and support stiffness.This study first analyzed the mechanical behavior of tunnels in non-hydrostatic in-situ stress field and derived the theoretical equations of the ground squeezing curve(GSC)and ground loosening curve(GLC).Then,based on the convergence confinement theory,the support design method of deep soft-rock tunnels under non-hydrostatic high in-situ stress field was established considering both squeezing and loosening pressures.In addition,this method can provide the clear support time and support stiffness of the second layer of initial support.The proposed design method was applied to the Wanhe tunnel of the China-Laos railway in China.Monitoring data indicated that the optimal support scheme had a good effect on controlling the tunnel deformation in non-hydrostatic high in-situ stress field.Field applications showed that the secondary lining could be constructed properly. 展开更多
关键词 non-hydrostatic stress field high in-situ stress deep soft-rock tunnel squeezing pressure loosening pressure support design method
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Optimization design and residual thermal stress analysis of PDC functionally graded materials 被引量:5
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作者 CAO Pin-lu LIU Bao-chang +1 位作者 YIN Kun ZHANG Zu-pei 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2006年第8期1318-1323,共6页
The distribution of thermal stresses in functionally graded polycrystalline diamond compact (PDC) and in single coating of PDC are analyzed respectively by thermo-mechanical finite element analysis (FEA). It is shown ... The distribution of thermal stresses in functionally graded polycrystalline diamond compact (PDC) and in single coating of PDC are analyzed respectively by thermo-mechanical finite element analysis (FEA). It is shown that they each have a remarkable stress concentration at the edge of the interfaces. The diamond coatings usually suffer premature failure because of spallation, distortion or defects such as cracks near the interface due to these excessive residual stresses. Results showed that the axial tensile stress in FGM coating is reduced from 840 MPa to 229 MPa compared with single coating, and that the shear stress is reduced from 671 MPa to 471 MPa. Therefore, the single coating is more prone to spallation and cracking than the FGM coating. The effects of the volume compositional distribution factor (n) and the number of the graded layers (L) on the thermal stresses in FGM coating are also discussed respectively. Modelling results showed that the optimum value of the compositional distribution factor is 1.2, and that the best number of the graded layers is 6. 展开更多
关键词 Functionally graded materials (FGM) Optimum design Polycrystalline diamond compact (PDC) Residual thermal stress Finite element method (FEM)
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Design and Analysis of Tapered Stress Joint for Top Tensioned Riser System 被引量:2
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作者 张日曦 张崎 黄一 《China Ocean Engineering》 SCIE EI 2012年第3期507-520,共14页
Stress Joint (SJ) plays a key role in the Top Tensioned Riser (TTR) system for deep water engineering. A preliminary design method of tapered SJ is proposed in the paper, which could help designers obtain accurate... Stress Joint (SJ) plays a key role in the Top Tensioned Riser (TTR) system for deep water engineering. A preliminary design method of tapered SJ is proposed in the paper, which could help designers obtain accurate design data. After a further sensitive analysis is carried out, the related parameters choice and control methods are recommended in the engineering practice. By taking the extreme environment conditions into consideration, the effects of bending stress reduction and curve control are analyzed, and the 3-D FE models are established by ABQOUS for numerical evaluation to verify the correctness of design results. At last, dynamic analysis and fatigue analysis, based on actual project, are carried out with designed stress joint. The analysis results prove the feasibility and guidance of this method in the practical engineering applications. 展开更多
关键词 stress joint (S J) top tensioned riser (TTR) design method parameters sensitivities dynamic analysis fatigue analysis
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THE NEW CRITERIA OF ELASTIC AND FATIGUE FAILURE IN THE COMPONENT OF COMPLEX STRESS STATES
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作者 胡铸华 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1992年第11期1047-1054,共8页
In this paper, a total criterion on elastic and fatigue failure in complex stress, that is. octahedral stress strength theory on dynamic and static states on the basis of studying modern and classic strength theories.... In this paper, a total criterion on elastic and fatigue failure in complex stress, that is. octahedral stress strength theory on dynamic and static states on the basis of studying modern and classic strength theories. At the same time, an analysis of an independent and fairly comprehensive theoretical system is set up. It gives generalized failure factor by 36 materials and computative theory of the 11 states of complex stresses on a point, and derives the operator equation on generalized allowable strength and a computative method for a total equation can be applied to dynamic and static states. It is illustrated that the method has a good exactness through computation of eight examples of engineering. Therefore, the author suggests applying it to engineering widely. 展开更多
关键词 the strength theory on octahedral stresses the generalized failure factor of materials tension-compression ratio yield-strength ratio the factor of engineering design the operator ] for generalized allowable strength of materials
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超大跨劲性骨架拱桥缩尺模型试验方案设计研究
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作者 周建庭 范永辉 +2 位作者 罗超 辛景舟 杨俊 《桥梁建设》 EI CSCD 北大核心 2024年第3期24-30,共7页
为对超大跨劲性骨架拱桥缩尺模型试验方案进行合理设计,以计算跨径600 m的劲性骨架拱桥——天峨龙滩特大桥为背景,围绕模型缩尺比、结构设计、材料及加载系统等关键环节,开展主拱圈缩尺模型试验方案设计研究。最终确定模型拱缩尺比为1∶... 为对超大跨劲性骨架拱桥缩尺模型试验方案进行合理设计,以计算跨径600 m的劲性骨架拱桥——天峨龙滩特大桥为背景,围绕模型缩尺比、结构设计、材料及加载系统等关键环节,开展主拱圈缩尺模型试验方案设计研究。最终确定模型拱缩尺比为1∶10,劲性钢骨架采用单肋形式,采用与实桥主拱圈性能相近、便于施工的材料,采用阵列式滑轮组加载系统实现模型拱和实桥主拱圈的应力等效,还原外包混凝土分环分段浇筑施工,并简化劲性钢骨架与管内混凝土施工。将模型拱外包混凝土应力实测值、ANSYS建模计算得到的模型拱理论值及实桥主拱圈理论值进行对比,结果表明:模型拱和实桥主拱圈外包混凝土在施工阶段的应力变化趋势基本相同,最大绝对误差在2 MPa以内,模型拱应力实测值和理论值也吻合较好,缩尺模型试验方案设计合理。 展开更多
关键词 拱桥 劲性骨架 主拱圈 缩尺模型 缩尺比 应力等效 试验方案设计 有限元法
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基于实际损伤的桥梁体外预应力加固锚固区应力分析与配筋设计 被引量:1
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作者 胡营 李淑明 +1 位作者 骆佐龙 王美霞 《世界桥梁》 北大核心 2024年第1期110-116,共7页
为准确计算桥梁体外预应力加固锚固区应力,指导锚固区配筋设计,以一座4跨预应力混凝土连续刚构桥为背景,提出一种基于实际损伤的体外预应力加固锚固区应力分析与配筋设计方法。首先根据连续刚构桥下挠计算参数敏感性分析结果,确定计算... 为准确计算桥梁体外预应力加固锚固区应力,指导锚固区配筋设计,以一座4跨预应力混凝土连续刚构桥为背景,提出一种基于实际损伤的体外预应力加固锚固区应力分析与配筋设计方法。首先根据连续刚构桥下挠计算参数敏感性分析结果,确定计算参数组合,建立锚固区局部分析有限元模型;然后基于容许应力法对锚固区进行应力分析;最后对锚固区三向应力较大区域进行配筋设计。以3座桥梁为算例计算锚固区配筋量,并与基于全桥有限元法的实桥配筋结果进行对比,结果表明:采用该方法计算的锚固区横桥向、竖向和单锚局部承压区配筋量与采用全桥有限元法计算的配筋结果基本接近。该方法考虑了加固前原结构的损伤,对于非规则、异形锚固构造也具有适用性,同时避免了冗繁的全桥有限元建模与计算过程。 展开更多
关键词 桥梁工程 损伤 体外预应力加固 锚固区 应力 容许应力法 配筋设计
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张靖皋长江大桥南航道桥锚体结构精细化分析
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作者 李佳滕 杨玉冬 +1 位作者 魏乐永 刘钊 《桥梁建设》 EI CSCD 北大核心 2024年第5期61-68,共8页
张靖皋长江大桥南航道桥为主跨2300 m的双塔双吊跨钢箱梁悬索桥,南、北锚碇采用巨型重力式锚碇,通过后张预应力体系将拉力为7万吨级的主缆锚固在锚体上,锚体结构受力复杂。为指导南航道桥锚体结构设计,以主缆水平分力较大的南锚碇为例,... 张靖皋长江大桥南航道桥为主跨2300 m的双塔双吊跨钢箱梁悬索桥,南、北锚碇采用巨型重力式锚碇,通过后张预应力体系将拉力为7万吨级的主缆锚固在锚体上,锚体结构受力复杂。为指导南航道桥锚体结构设计,以主缆水平分力较大的南锚碇为例,根据设计需求对其开展精细化分析,并给出相应的设计建议。基于锚体的2种控制工况(预应力张拉阶段工况及主缆拉力作用阶段工况),采用有限元软件建立1/2南锚碇有限元模型与中央索股面切块有限元模型,分析锚体的总体、局部及底面应力的分布规律;提出基于主应力迹线和边界面应力分布的力流分析方法,分析锚块内部的主要拉、压力流路径。结果表明:锚体总体应力水平较低,后锚面锚固区及后锚室上、下两侧存在拉应力集中,且后锚室的前方底面存在较大的剪、拉应力组合;后锚面上、下两侧及锚块尾端区域存在较大拉力流。据此给出了延长前、后锚面锚固区钢筋及加密后锚室前方底面的竖向钢筋等配筋构造设计建议。 展开更多
关键词 悬索桥 重力式锚碇 锚体结构 主应力迹线 力流 配筋构造设计 有限元法
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Tilt-up建筑波纹钢板屋盖平面内抗震设计方法研究
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作者 韩健翮 彭有开 吴徽 《工程建设与设计》 2024年第3期15-19,共5页
Tilt-up建筑体系是一种由钢筋混凝土墙板、屋盖、内部承重柱组成的“盒式”受力体系。屋盖作为重要的结构构件,不仅承受平面外荷载,还承受由地震作用产生的水平力。论文分析了屋盖平面内受力机理,介绍了美国ASCE 7规范、IBC规范中Tilt-u... Tilt-up建筑体系是一种由钢筋混凝土墙板、屋盖、内部承重柱组成的“盒式”受力体系。屋盖作为重要的结构构件,不仅承受平面外荷载,还承受由地震作用产生的水平力。论文分析了屋盖平面内受力机理,介绍了美国ASCE 7规范、IBC规范中Tilt-up结构波纹钢板屋盖平面内抗震设计方法,对华盛顿地区某Tilt-up建筑波纹钢板屋盖进行了设计研究,为我国引入Tilt-up建筑体系提供参考。 展开更多
关键词 Tilt-up建筑 波纹钢板屋盖 平面内受力 设计方法
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Numerical investigation on thermomechanical behavior of alumina–calcium hexaluminate refractories for purging plug
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作者 Li-ping Pan Ya-wei Li +4 位作者 Fang-guan Tan Yi-chen Chen Yang-fan Xu Zhu He Bao-kuan Li 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2024年第2期389-400,共12页
Alumina–spinel refractories used in slit-type purging plugs are susceptible to cross-sectional damage,resulting in a serious mismatch between their service life and that of ladle.Alumina–calcium hexaluminate refract... Alumina–spinel refractories used in slit-type purging plugs are susceptible to cross-sectional damage,resulting in a serious mismatch between their service life and that of ladle.Alumina–calcium hexaluminate refractories have gradually become the new trend in purging plug materials with the development of refining technology.The thermomechanical damage of slit-type purging plugs with alumina–calcium hexaluminate refractory was investigated by the thermo-solid coupling simulation.Combined with the polynomial fitting and design of experiments methods,the influence of thermophysical parameters on temperature and thermal stress of alumina–calcium hexaluminate refractories for purging plugs was systematically analyzed.The results show that the maximum thermal stress of the purging plugs appears during the stages of steel transporting and stirring,and the vulnerable parts are located above Y=0.323 m.The thermal conductivity and the coefficient of thermal expansion of the material are the most sensitive parameters to the temperature and thermal stress inside the structure,respectively.The addition of more calcium hexaluminate can relieve the stress concentration and large deformation around the slits.Consequently,when the content of calcium hexaluminate is 47 wt.%and in the form of aggregate-binder,the temperature and thermal stress distribution inside the refractory are optimal,which can effectively improve the service life of the slit-type purging plug. 展开更多
关键词 Purging plug thermomechanical damage REFRACTORY design of experiments method stress
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无应力状态法在半穿式连续钢桁架桥设计和施工中的应用 被引量:1
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作者 胡健 《工程技术研究》 2024年第3期71-73,共3页
盐城市盐渎路大桥主桥是超大宽度的半穿式连续钢桁架结构,受力复杂,构件繁多,该桥在设计和施工中运用无应力状态法,成桥后获得了与设计目标相一致的内力和线形。文章首先介绍了桥梁概况,然后概述了无应力状态法,在此基础上进行了桥梁无... 盐城市盐渎路大桥主桥是超大宽度的半穿式连续钢桁架结构,受力复杂,构件繁多,该桥在设计和施工中运用无应力状态法,成桥后获得了与设计目标相一致的内力和线形。文章首先介绍了桥梁概况,然后概述了无应力状态法,在此基础上进行了桥梁无应力构形的确定,最后提出了桥梁施工方法,以供参考。 展开更多
关键词 无应力状态法 半穿式钢桁架 桥梁设计 桥梁施工
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阀门设计计算中安全性与经济性权衡的探讨
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作者 康邦华 杜利波 梁素芳 《阀门》 2024年第8期1015-1021,共7页
在阀门设计的复杂过程中,设计者对计算公式来源的追溯和参数变量的精准选择均面临诸多挑战。这些选择不仅直接关联到阀门的安全性能,同时也深刻影响着其经济效益。本文从安全性和经济性的双重维度出发,对阀门设计中常用的壁厚计算公式... 在阀门设计的复杂过程中,设计者对计算公式来源的追溯和参数变量的精准选择均面临诸多挑战。这些选择不仅直接关联到阀门的安全性能,同时也深刻影响着其经济效益。本文从安全性和经济性的双重维度出发,对阀门设计中常用的壁厚计算公式进行了细致探讨,并对不同标准下的许用应力安全系数规定以及压力-温度额定值设定进行了对比分析。这些研究成果为阀门设计的优化和结构的完善提供了宝贵的参考依据,具有重要的实践价值。 展开更多
关键词 阀门 设计计算 许用应力
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可控换相换流阀单阀关断试验方法研究
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作者 贺之渊 高冲 +3 位作者 张娟娟 盛财旺 王成昊 王蒲瑞 《中国电机工程学报》 EI CSCD 北大核心 2024年第20期8248-8257,I0027,共11页
可控换相换流阀(controllable line-commutated converter,CLCC)既保持着常规直流换流阀容量大、损耗低、过负荷能力强的优势,又能实现桥臂可控关断,可根本解决换相失败问题,适用于多馈入直流系统。2023年6月,CLCC已成功在±500 kV/... 可控换相换流阀(controllable line-commutated converter,CLCC)既保持着常规直流换流阀容量大、损耗低、过负荷能力强的优势,又能实现桥臂可控关断,可根本解决换相失败问题,适用于多馈入直流系统。2023年6月,CLCC已成功在±500 kV/1 200 A葛南直流改造工程中示范应用,投运以来运行性能良好。CLCC关断大电流的能力决定了其是否能够在交流故障时成功抵御换相失败,因此,需开展单阀大电流关断试验,验证换流阀实际交流故障下内部百余支可控器件同步开通、关断一致性及暂态电气应力耐受水平。该文基于CLCC交流故障时的强迫换相原理,首先分析了主辅支路换流及桥臂换流过程中IGBT子阀关键应力,提取了故障工况各阶段的关键应力参数。其次,提出百kV补能交流电压源和LC谐振电流源百毫秒投退及隔离控制试验方法,建立了关键应力参数与试验电路参数的解析关系,完成了试验电路参数设计。搭建了±500 kV/1 200 ACLCC单阀大电流关断试验平台,考核了换流阀的工作能力,又通过试验和仿真对比分析验证了试验方法的等效性和正确性,为后续不同电压等级CLCC单阀关断试验的提供理论指导。 展开更多
关键词 可控换相换流阀 强迫换相 单阀关断应力 试验方法 参数设计
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Characterization of transient groundwater flow through a high arch dam foundation during reservoir impounding 被引量:6
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作者 Yifeng Chen Jiamin Hong +1 位作者 Shaolong Tang Chuangbing Zhou 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2016年第4期462-471,共10页
Numerous deep underground projects have been designed and constructed in China, which are beyond the current specifications in terms of scale and construction difficulty. The severe failure problems induced by high in... Numerous deep underground projects have been designed and constructed in China, which are beyond the current specifications in terms of scale and construction difficulty. The severe failure problems induced by high in situ stress, such as rockburst, spalling, damage of deep surrounding rocks, and timedependent damage, were observed during construction of these projects. To address these problems, the dynamic design method for deep hard rock tunnels is proposed based on the disintegration process of surrounding rocks using associated dynamic control theories and technologies. Seven steps are basically employed:(i) determination of design objective,(ii) characteristics of site, rock mass and project, and identification of constraint conditions,(iii) selection or development of global design strategy,(iv)determination of modeling method and software,(v) preliminary design,(vi) comprehensive integrated method and dynamic feedback analysis, and(vii) final design. This dynamic method was applied to the construction of the headrace tunnels at Jinping II hydropower station. The key technical issues encountered during the construction of deep hard rock tunnels, such as in situ stress distribution along the tunnels, mechanical properties and constitutive model of deep hard rocks, determination of mechanical parameters of surrounding rocks, stability evaluation of surrounding rocks, and optimization design of rock support and lining, have been adequately addressed. The proposed method and its application can provide guidance for deep underground projects characterized with similar geological conditions. 展开更多
关键词 Deep hard rock tunnels Dynamic design method Rockburst In situ stress Constitutive model
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基于SAGE Profile的管卡修复后海底管道应力分析
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作者 徐增伟 王强 +4 位作者 金辉 杜伟娜 李金玲 王亚琼 翟立宾 《管道技术与设备》 CAS 2022年第5期25-28,共4页
对于损伤海底管道,为了校核其修复后的管道应力,确保处于安全范围,文中提出了一种利用SAGE Profile软件分析安装管卡后的管道应力方法,通过建模计算得到管道的沉降和等效应力,并利用《海底管道系统规范》中的许用应力设计校核法进行应... 对于损伤海底管道,为了校核其修复后的管道应力,确保处于安全范围,文中提出了一种利用SAGE Profile软件分析安装管卡后的管道应力方法,通过建模计算得到管道的沉降和等效应力,并利用《海底管道系统规范》中的许用应力设计校核法进行应力校核,结果表明,管道的沉降位移为114 mm,最大等效应力为142.41 MPa,最大等效应力小于安全工作应力,管道应力状态满足规范要求。 展开更多
关键词 SAGE Profile 海底管道 管卡 沉降位移 许用应力设计校核法
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Biomechanical prediction of abdominal aortic aneurysm rupture risk: Sensitivity analysis
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作者 Shijia Zhao Wenlong Li Linxia Gu 《Journal of Biomedical Science and Engineering》 2012年第11期664-671,共8页
Objectives: The purpose of this research is to determine the quantitative relationship between the peak wall stress of abdominal aortic aneurysm (AAA) and its clinical risk factors including its maximum diameter, asym... Objectives: The purpose of this research is to determine the quantitative relationship between the peak wall stress of abdominal aortic aneurysm (AAA) and its clinical risk factors including its maximum diameter, asymmetry index, wall thickness and abnormal high blood pressure. Methods: The response surface experimental design with one response and four variables was used to design the experimental tests. Thirty experiments were performed through finite element analysis in order to obtain the designed response values. Results: A nonlinear multivariable regression function was developed based on the experimental data. Results demonstrated the inefficiency of traditional 5-cm criterion for estimating the rupture of AAA. The profound effect of wall thickness on the peak wall stress has been observed and validated by the existing publications. Conclusion: The conventional 5-cm criterion for estimating AAA rupture might induce biased prediction, and multiple clinical risk factors need to be considered in realistic clinical settings. 展开更多
关键词 ABDOMINAL AORTIC ANEURYSM (AAA) Response Surface method Central Composite design (CCD) Regression PEAK Wall stress Finite Element Analysis (FEA)
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新型预应力路堤侧压力板设计间距研究
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作者 冷伍明 董俊利 +2 位作者 艾希 徐方 张期树 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2023年第4期1379-1392,共14页
基于Boussinesq和Cerruti公式推导的水平附加应力计算公式,提出新型预应力路堤加固薄弱点O处的附加应力分析方法。通过大量工况计算获得多块侧压力板联合作用下预应力路堤薄弱区域内薄弱点O处水平附加应力的扩散规律,并以该点处附加应... 基于Boussinesq和Cerruti公式推导的水平附加应力计算公式,提出新型预应力路堤加固薄弱点O处的附加应力分析方法。通过大量工况计算获得多块侧压力板联合作用下预应力路堤薄弱区域内薄弱点O处水平附加应力的扩散规律,并以该点处附加应力作为预应力加固的控制下限,探索侧压力板布置间距的设计方法。研究研究表明:1)单块侧压力板上、下板角不同外延面内的水平附加应力系数K均随水平深度系数hc的增加先增大后减小;2)加固薄弱点O处的附加应力系数KO可根据相邻4块侧压力板的附加应力扩散效应叠加求得,且在不同侧压力板间距下,KO均随hc的增加先增大后减小,即KO与hc的关系曲线均存在峰值点;3)定义侧压力板沿路堤坡向和纵向的净间距与板宽之比分别为净间距系数a和b,发现在不同路堤坡率及加固系数KP下,薄弱点O处的水平附加应力有效扩散深度系数hcp均分别随b和a的增大呈线性递减和线性递增关系,同时b和a呈指数型负相关关系;4)通过多元拟合分别建立了hcp与b(或a)以及b与a的函数关系式,可依据拟合关系设计侧压力板的布置间距。 展开更多
关键词 预应力路堤 侧压力板 板间距 水平附加应力 设计方法
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高强小规格梁在平台结构中的应用分析及建议
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作者 尹晓明 李娟 +2 位作者 张赵君 石磊 卢晶 《天津科技》 2023年第11期30-32,36,共4页
由于对上部平台结构的重量控制越来越严格,采用高强度小梁替代低强度小梁是可采用的一项降低重量的措施,但工程实施中往往效果并不理想。从结构校核规范着手,给出了常用规格小梁的受弯容许应力,比较了采用高强小规格梁替代后的受弯容许... 由于对上部平台结构的重量控制越来越严格,采用高强度小梁替代低强度小梁是可采用的一项降低重量的措施,但工程实施中往往效果并不理想。从结构校核规范着手,给出了常用规格小梁的受弯容许应力,比较了采用高强小规格梁替代后的受弯容许应力变化,并对其在平台结构中的应用提出了建议。 展开更多
关键词 高强小梁 结构设计 受弯容许应力
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基于应力解除法沉降纠倾结构设计及工艺方法研究
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作者 赵峥 《江苏建筑职业技术学院学报》 2023年第2期20-22,28,共4页
公开了一种基于应力解除法沉降纠倾结构设计及工艺方法,其工艺流程包括在待纠倾目标建筑物的周围搭建防护装置、开挖第一凹槽和第二凹槽、安装升降装置、钻水平沉降孔和插入支撑杆、缓慢调节升降装置、拆除升降装置和防护装置。技术实... 公开了一种基于应力解除法沉降纠倾结构设计及工艺方法,其工艺流程包括在待纠倾目标建筑物的周围搭建防护装置、开挖第一凹槽和第二凹槽、安装升降装置、钻水平沉降孔和插入支撑杆、缓慢调节升降装置、拆除升降装置和防护装置。技术实施使目标建筑物沉降得到有效的控制,安全可靠,纠倾效果好,不仅可防止目标建筑物在施工过程中遭到破坏,同时还可防止因基础受到较大的不平衡支撑应力而发生过大不规则变形,有效解决了常规因水平沉降孔过度变形而导致发生矫枉过正的不良现象,技术方案可行有效,旨在为我国重点领域建筑结构沉降控制“过程性”安全施工提供理论技术参考。 展开更多
关键词 建筑结构 应力解除法 纠倾控制 结构设计 工艺方法
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环向加筋夹层圆柱壳体应力计算方法 被引量:2
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作者 曹晓明 喻卫宁 +3 位作者 王磊 李钊 张昊 赵志高 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2023年第2期181-189,共9页
针对环向加筋夹层圆柱壳体的应力计算问题,本文提出内、外壳板纵向力计算模型,建立了环向加筋夹层圆柱壳体在外压载荷作用下的应力解析计算方法,计算结果与有限元结果吻合较好;以10%误差(解析应力值与有限元值的偏差)为衡准,初步提出该... 针对环向加筋夹层圆柱壳体的应力计算问题,本文提出内、外壳板纵向力计算模型,建立了环向加筋夹层圆柱壳体在外压载荷作用下的应力解析计算方法,计算结果与有限元结果吻合较好;以10%误差(解析应力值与有限元值的偏差)为衡准,初步提出该方法的适用条件;同时系统探究了各形状参数对环向加筋夹层圆柱壳体关键位置应力的影响规律。为超大潜深新型耐压结构设计提供理论基础。 展开更多
关键词 环向加筋 夹层圆柱壳 应力 解析方法 耐压结构 强度 纵向力 结构设计
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Optimal Design of Co/In/Cu Sputtering Target Assembly Using Finite Element Method and Taguchi Method 被引量:2
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作者 Lin Jiang Liang Zhang Zhi-Quan Liu 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2019年第11期1407-1414,共8页
Target assembly is a key consumable material for producing thin fi lm used in the electronic packaging and devices. The residual stresses induced during the process of soldering are detrimental to the performance of t... Target assembly is a key consumable material for producing thin fi lm used in the electronic packaging and devices. The residual stresses induced during the process of soldering are detrimental to the performance of target assembly. In this work, the intensity and distribution of the soldering residual stress of Co/In/Cu target assembly subjected to a 20 W/(m^2 K) cooling condition corresponding to the actual air cooling process were studied, based on fi nite element simulation and Taguchi method, to optimize the sputtering target assembly. Effects of different control factors, including solder material, thickness of solder layer, target and backing plate, on the soldering residual stress of target assembly are investigated. The maximum residual stress is calculated as 9.28 MPa in the target located at 0.16 mm from target–solder layer interface and at a distance of 0.78 mm from symmetry axis. The optimal design in target assembly has the combination of indium solder material, cobalt target at 12 mm thick, solder layer at 0.8 mm thick, copper backing plate at 15 mm thick. Moreover, solder material is the most important factor among control factors in the target assembly. 展开更多
关键词 CO TARGET ASSEMBLY SOLDER RESIDUAL stress Simulation Taguchi method Optimal design
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