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Investigation on Yield Behavior of 7075‑T6 Aluminum Alloy at Elevated Temperatures 被引量:2
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作者 Jianping Lin Xingyu Bao +4 位作者 Yong Hou Junying Min Xinlei Qu Zhimin Tao Jiajie Chen 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2020年第5期225-236,共12页
Aluminum alloys have drawn considerable attention in the area of automotive lightweight.High strength aluminum alloys are usually deformed at elevated temperatures due to their poor formability at room temperature.In ... Aluminum alloys have drawn considerable attention in the area of automotive lightweight.High strength aluminum alloys are usually deformed at elevated temperatures due to their poor formability at room temperature.In this work,the yield behavior of 7075 aluminum alloy in T6 temper(AA7075-T6)within the temperature ranging from 25°C to 230°C was investigated.Uniaxial and biaxial tensile tests with the aid of induction heating system were performed to determine the stress vs.strain curves and the yield loci of AA7075-T6 at elevated temperatures,respectively.Von Mises,Hill48 and Yld2000-2d yield criteria were applied to predicting yield loci which were compared with experimentally measured yield loci of the AA7075-T6.Results show that yield stress corresponding to the same equivalent plastic strain decreases with increasing temperature within the investigated temperature range and the shape of yield loci evolves nearly negligibly.The experimental yield locus expands with an increase of equivalent plastic strain at the same temperature and the work hardening rate of AA7075-T6 exhibits obvious stress-state-dependency.The nonquadratic Yld2000-2d yield criterion describes the yield surfaces of AA7075-T6 more accurately than the quadratic von Mises and Hill48 yield criteria,and an exponent of 14 in the Yld2000-2d yield function gives the optimal predictions for the AA7075-T6 at all investigated temperatures. 展开更多
关键词 Aluminum alloy yield behavior Biaxial tensile test Warm condition
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Three-dimensional dissipative stress space considering yield behavior in deviatoric plane 被引量:4
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作者 YAO YangPing CUI WenJie WANG NaiDong 《Science China(Technological Sciences)》 SCIE EI CAS 2013年第8期1999-2009,共11页
Naturally deposited soils are always found in the complex three-dimensional stress state.Constitutive models developed for modeling the three-dimensional mechanical behavior of soils should obey the basic laws of ther... Naturally deposited soils are always found in the complex three-dimensional stress state.Constitutive models developed for modeling the three-dimensional mechanical behavior of soils should obey the basic laws of thermo-mechanical principles.Based on the incremental dissipation function,a new deviatoric shift stress is derived and then introduced into the existing constitutive models to describe the yield behavior in the deviatoric plane for geomaterials.By adopting the proposed shift stress,the relationship between dissipative stress tensors and true stress tensors can be established.Therefore,the threedimensional plastic strain can be calculated reasonably through the associated flow rule in the three-dimensional dissipative stress space.At the same time,three methods that are conventionally adopted for generalizing constitutive models to model the three-dimensional stress-strain relationships are examined under the thermo-mechanical framework.The TS(transformed stress)method is shown to obey the thermo-mechanical rules and the TS space adopted in TS method is actually a translational three-dimensional dissipative stress space.However,it is illustrated that the other two approaches,the method of using failure criterion directly and the method of using g()function,violate the basic rules of thermo-mechanical theories although they may bring convenience and simplicity to numerical analysis for geotechnical engineering.Comparison between model predictions and experimental data confirms the validity of the proposed three-dimensional dissipative stress space. 展开更多
关键词 SOILS thermo-mechanics yield behavior shift stress stress space THREE-DIMENSION
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Experimental investigation on the yield behavior of metal foam under shear-compression combined loading
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作者 LUO Geng XUE Pu LI YuLong 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2021年第7期1412-1422,共11页
Metal foams are typically subjected to quasi-static or dynamic shear-compression combined loading in applications such as energy absorbers and structure protectors. The yield behavior of a metal foam under dynamic and... Metal foams are typically subjected to quasi-static or dynamic shear-compression combined loading in applications such as energy absorbers and structure protectors. The yield behavior of a metal foam under dynamic and quasi-static shear-compression combined loadings is investigated in this study. First, quasi-static and dynamic compression-shear combined tests at different loading angles are conducted using a universal testing machine and a rotatable Hopkinson bar system, respectively. Shear deformation reduces the plateau stress as the loading angle increases. Subsequently, the yield modes of the metal foam under combined loadings are investigated. Only one yield band occurs under a combined loading with large loading angles(mode I),whereas several yield bands occur under a combined loading with small loading angles(mode II). Finally, the yield surface plot of metal foam indicates significant enhancement in terms of normal stress and shear stress under dynamic loading. Quasi-static and dynamic phenomenological yield criteria for a shear-normal stress space are established to provide a brief and precise prediction of the behavior of metal foam under quasi-static and dynamic combined loadings. 展开更多
关键词 metal foam yield behavior shear-compression combined loading yield mode yield criterion
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Effect of thermal residual stresses on yielding behavior under tensile or compressive loading of short fiber reinforced metal matrix composite 被引量:2
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作者 丁向东 连建设 +1 位作者 江中浩 孙军 《中国有色金属学会会刊:英文版》 CSCD 2001年第4期503-508,共6页
Using large strain two dimension axisymmetric elasto plastic finite element method and the modified law of mixture, the effects of thermal residual stresses on the yielding behavior of short fiber reinforced metal mat... Using large strain two dimension axisymmetric elasto plastic finite element method and the modified law of mixture, the effects of thermal residual stresses on the yielding behavior of short fiber reinforced metal matrix composite and their dependencies on the material structure parameters (fiber volume fraction, fiber aspect ratio and fiber end distance) were studied. It is demonstrated that the stress strain partition parameter can be used to describe the stress transfer from the matrix to the fiber. The variation of the second derivation of the stress strain partition parameter can be used to determine the elastic modulus, the proportion limit, the initial and final yield strengths. In the presence of thermal residual stress, these yielding properties are asymmetric and are influenced differently by the material structure parameters under tensile and compressive loadings. 展开更多
关键词 metal matrix composite thermal residual stress FEM yielding behavior
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A NEW ORTHOTROPIC YIELD FUNCTION DESCRIBABLE ANOMALOUS BEHAVIOR OF MATERIALS
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作者 Zhou,Weixian(Department of Aeronautical Manufacturing Engineering,Northwestern Polytechnical University,Xi’an 710072) 《中国有色金属学会会刊:英文版》 CSCD 1994年第2期37-41,共5页
ANEWORTHOTROPICYIELDFUNCTIONDESCRIBABLEANOMALOUSBEHAVIOROFMATERIALSANEWORTHOTROPICYIELDFUNCTIONDESCRIBABLEAN... ANEWORTHOTROPICYIELDFUNCTIONDESCRIBABLEANOMALOUSBEHAVIOROFMATERIALSANEWORTHOTROPICYIELDFUNCTIONDESCRIBABLEANOMALOUSBEHAVIOROF... 展开更多
关键词 ORTHOTROPY ANOMALOUS behavior non-qudratic yield FUNCTION
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Biaxial mechanical behavior of closed-cell aluminum foam under combined shear-compression loading 被引量:5
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作者 Zhi-bin LI Xue-yan LI Yu-xuan ZHENG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2020年第1期41-50,共10页
Combined shear-compression tests and simulations were performed on a closed-cell aluminum foam over a wide range of loading angles in order to probe their yield behaviors under biaxial loading conditions.Combined shea... Combined shear-compression tests and simulations were performed on a closed-cell aluminum foam over a wide range of loading angles in order to probe their yield behaviors under biaxial loading conditions.Combined shear-compression tests were carried out by using a pair of cylindrical bars with beveled ends.The yield surfaces were experimentally measured and compared with various theoretical yield surface models.The cellular structures of closed-cell aluminum foams were modeled as tetrakaidecahedrons and their biaxial crushing behaviors were simulated by the finite element method.The results show that,yield initiates from the stress-concentrated corners in the specimens under combined shear-compression loading and the stress distribution is no longer uniform at the specimen/bar interfaces.In the range of cell sizes studied,the larger the foam cell size is,the higher the yield stress is.Aluminum foam density is found to be the dominant factor on its mechanical properties compared with the cell size and is much more significant in engineering practice. 展开更多
关键词 combined shear-compression closed-cell aluminum foam yield surface biaxial loading yield behavior
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INVESTIGATION ON FRACTURE BEHAVIOR FOR WELDED JOINT OF NEW GENERATION FINE GRAINED STEEL SS400
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作者 H.Y.Jing X.G.Liu +2 位作者 Z.Q.Zhu L.X.Huo Y.F.Zhang 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2003年第1期35-40,共6页
The fracture behavior for welded joint of new generation fine grained steel SS400 was investigated and assessed on the basis of fitness for purpose philosophy. The actual critical defect sizes for the SS400 base metal... The fracture behavior for welded joint of new generation fine grained steel SS400 was investigated and assessed on the basis of fitness for purpose philosophy. The actual critical defect sizes for the SS400 base metal and its weld HAZ (heat affected zone) defined by the gross yielding criterium have been determined directly by means of wide plate tests. It has been shown that although the HAZ grain growth occurs due to the welding heat, the resistance to fracture is not deteriorated. The deformation behavior of wide plate specimen was also studied by finite, element (FE) analysis. The deformation of weld HAZ is protected by the high strength weld metal, so it is easier to get the general yielding for the welded joint specimen. 展开更多
关键词 fine grained steel general yielding wide plate test fracture behavior
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无信号灯控制路段人行横道车辆让行行为研究
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作者 陈文强 薛盼盼 +1 位作者 王涛 顾玉磊 《交通运输系统工程与信息》 北大核心 2025年第5期215-225,共11页
无信号灯控制路段人行横道作为交通事故高发区域,其车辆让行行为是平衡行人安全与交通效率的核心问题。本文针对无信号灯控制路段人行横道车辆让行率低与违法判定标准单一化问题,提出异质性车辆让行行为模型与决策空间分区框架。基于西... 无信号灯控制路段人行横道作为交通事故高发区域,其车辆让行行为是平衡行人安全与交通效率的核心问题。本文针对无信号灯控制路段人行横道车辆让行率低与违法判定标准单一化问题,提出异质性车辆让行行为模型与决策空间分区框架。基于西安市雁塔路中段人行横道1511起人车交互事件数据,结合动力学模型与Logistic回归分析,得出以下结论:车辆让行行为群体异质性显著,公交车让行率最高,出租车因经济激励驱动接近速度最高,私家车让行率最低。速度-距离为核心动力学变量,车速每增1 m·s^(-1),让行概率降18.6%;纵向距离每扩1 m,让行概率升13.7%;行人速度每升1 m·s^(-1)显著提升让行概率317%。社会环境驱动行为合规性,并行车辆触发“规范性效应”,使让行概率提升146%;低流量时段违法风险显著上升,需通过警示设施弥补监管缺口。本文可为差异化执法、车辆群体管控及设施优化提供理论支撑。 展开更多
关键词 城市交通 车辆让行行为 机器视觉 人车冲突 让行决策空间
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On the Precursory Abnormal Animal Behavior and Electromagnetic Effects for the Kobe Earthquake (M~6) on April 12, 2013
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作者 Masashi Hayakawa Hiroyuki Yamauchi +7 位作者 Nobuyo Ohtani Mitsuaki Ohta Susumu Tosa Tomokazu Asano Alexander Schekotov Jun Izutsu Stelios M. Potirakis Konstantinos Eftaxias 《Open Journal of Earthquake Research》 2016年第3期165-171,共8页
After the 2011 Tohoku earthquake (EQ), there have been numerous aftershocks in the eastern and Pacific Ocean of Japan, but EQs are still rare in the western part of Japan. In this situation a relatively large (magnitu... After the 2011 Tohoku earthquake (EQ), there have been numerous aftershocks in the eastern and Pacific Ocean of Japan, but EQs are still rare in the western part of Japan. In this situation a relatively large (magnitude (M) ~6) EQ happened on April 12 (UT), 2013 at a place close to the former 1995 Kobe EQ (M~7), so we have tried to find whether there existed any precursors to this EQ, especially abnormal animal behavior (milk yield of cows), observed at Kagawa, Shikoku, near the EQ epicenter. The milk yield of cows has been continuously monitored at Kagawa, and it is found that the milk yield exhibited an abnormal depletion about 10 days before the EQ. This behavior has been extensively compared with the former electromagnetic precursors (ULF radiation, ionos-pheric perturbation). This leads to the discussion on the sensory mechanism of unusual behavior of mild yield of cows, and it may be suggested that ULF radiation among different electromagnetic precursors is a mostly likely driver, at least, for this EQ. 展开更多
关键词 Abnormal Animal behavior Earthquakes Milk yield of Cows ULF Radiation Sensory Mechanism of Animals
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拉伸模式下热塑性淀粉塑料的屈服行为
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作者 邱永康 何欢 +1 位作者 郭斌 李盘欣 《塑料》 北大核心 2025年第3期51-54,66,共5页
为了合理地选择和使用热塑性淀粉(TPS)塑料,对TPS的屈服行为进行了研究。制备了TPS塑料,通过测试不同环境温度和拉伸速度下样品的力-位移曲线,研究了TPS屈服应力的温度依赖性和应变速率依赖性。结果表明,TPS的玻璃化转变温度约为80.9℃;... 为了合理地选择和使用热塑性淀粉(TPS)塑料,对TPS的屈服行为进行了研究。制备了TPS塑料,通过测试不同环境温度和拉伸速度下样品的力-位移曲线,研究了TPS屈服应力的温度依赖性和应变速率依赖性。结果表明,TPS的玻璃化转变温度约为80.9℃;TPS的屈服应力与温度呈线性下降关系,当拉伸速度为20 mm/min时,拟合曲线的斜率为-0.04841,下降较快,温度依赖性最大;TPS的屈服应力σ_(y)与应变速率的对数lgε也具有线性关系,可表示为σ_(y)=A+Blgε,并且当温度为40℃时,屈服应力的应变速率依赖性最大,斜率达到最大,其值为4.68881,即线性增加最大,此时,TPS的屈服应力σ_(y)与应变速率的对数lgε的关系可表示为σ_(y)=-3.7612+4.68881lgε,这与埃林理论的结果一致。 展开更多
关键词 热塑性淀粉 屈服行为 埃林理论 温度依赖性 应变速率依赖性
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高强低屈强比建筑用钢的热变形行为与动态再结晶模型
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作者 潘丽芳 陈勇 +3 位作者 王欢欢 张涛 张红旭 刘光明 《材料热处理学报》 北大核心 2025年第8期209-216,236,共9页
基于自主研发的高强度低屈强比建筑用钢,采用Gleeble-3800热模拟试验机在不同变形温度(770~1050℃)和应变速率(1~20 s^(-1))条件下对其进行热压缩试验,并对其真应力-真应变曲线进行分析,基于不同变形条件下的真应力-真应变曲线特征建立... 基于自主研发的高强度低屈强比建筑用钢,采用Gleeble-3800热模拟试验机在不同变形温度(770~1050℃)和应变速率(1~20 s^(-1))条件下对其进行热压缩试验,并对其真应力-真应变曲线进行分析,基于不同变形条件下的真应力-真应变曲线特征建立其动态再结晶模型。结果表明:试验钢对变形温度和应变速率具有敏感性,随着变形温度的升高或应变速率的降低,流变应力呈下降趋势;试验钢在高温热变形过程中发生了典型的动态再结晶行为,且更高的变形温度和较慢的应变速率有利于动态再结晶的发生。 展开更多
关键词 建筑用钢 低屈强比 热变形行为 动态再结晶
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ETPB模型视角下的非信控人行横道处电动自行车礼让行为决策研究
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作者 何炎东 张鹏 +1 位作者 刘丽华 张云飞 《交通工程》 2025年第10期15-23,共9页
以电动自行车驾驶员为对象,通过调查问卷来收集电动自行车驾驶员的礼让行为信息,基于计划行为理论(TPB模型)的基础上,选取态度、行为意向、礼让行为3个潜变量作为基本模型,再引入自我效能感、感知危险性、从众效应和交警执法情况4个潜变... 以电动自行车驾驶员为对象,通过调查问卷来收集电动自行车驾驶员的礼让行为信息,基于计划行为理论(TPB模型)的基础上,选取态度、行为意向、礼让行为3个潜变量作为基本模型,再引入自我效能感、感知危险性、从众效应和交警执法情况4个潜变量,利用Mplus来构建扩展的电动车礼让行为总体结构方程模型(ETPB模型)。得出结论:礼让态度、自我效能感、感知危险性和从众效应通过行为意向间接影响行为。同时,自我效能感、感知危险性和从众效应也通过态度间接路径作用于行为。行为意向和交警执法情况直接影响行为,且影响效果显著。研究成果可为降低斑马线处电动自行车与行人的交通事故率和冲突水平,提高行人过街安全具有重要的指导作用。 展开更多
关键词 交通安全 行人过街 电动车礼让行为 ETPB模型 无信号控制交叉口
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UHPC-NSC组合桥墩滞回性能研究及截面优化设计
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作者 曾显志 朱圣春 +2 位作者 邓开来 赵灿晖 袁星 《工程力学》 北大核心 2025年第6期137-150,共14页
超高性能混凝土(UHPC)-普通混凝土(NSC)组合桥墩具有显著的力学性能优势和良好的工程应用前景,但目前由于缺乏相应的设计方法而严重阻碍了其实际工程应用。该文针对UHPC-NSC组合桥墩的滞回性能开展拟静力试验研究,探讨不同UHPC外壳厚度... 超高性能混凝土(UHPC)-普通混凝土(NSC)组合桥墩具有显著的力学性能优势和良好的工程应用前景,但目前由于缺乏相应的设计方法而严重阻碍了其实际工程应用。该文针对UHPC-NSC组合桥墩的滞回性能开展拟静力试验研究,探讨不同UHPC外壳厚度对其抗震性能的影响规律。试验研究发现,随外壳厚度增加,组合桥墩的承载能力和耗能能力明显增加,但受压损伤程度、承载力退化速率和延性等性能均呈先增加后降低的趋势。基于试验结果,建立了组合截面计算模型,研究了不同外壳厚度等参数的影响规律,提出了组合截面屈服弯矩和屈服曲率计算公式,并揭示了外壳厚度影响机理。进一步以最优NSC受压贡献率和最大化极限曲率为目标,进行了组合截面优化设计,最终建议了最优UHPC外壳厚度,可保证UHPC材料性能得以充分利用的同时,组合截面具有较大极限曲率、组合桥墩具有较好的变形能力,从而为组合桥墩的实际工程应用提供支撑。 展开更多
关键词 组合桥墩 超高性能混凝土 滞回性能 截面特性分析 屈服弯矩 截面优化
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Breaking through the plasticity modeling limit in plane strain and shear loadings of sheet metals by a novel additive-coupled analytical yield criterion
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作者 Kai Du Jianhua Cui +7 位作者 Yong Hou Yanqiang Ren Jiaqing You Liang Ying Xiaoqiang Li Xiaojiao Zuo Hongjun Huang Xiaoguang Yuan 《Journal of Materials Science & Technology》 2025年第22期261-276,共16页
The automotive industry increasingly relies on numerical simulations to predict the geometry and forming processes of complex curved parts.Accurate yield stress functions that cover a wide range of stress states,such ... The automotive industry increasingly relies on numerical simulations to predict the geometry and forming processes of complex curved parts.Accurate yield stress functions that cover a wide range of stress states,such as uniaxial tension,equi-biaxial tension,near-plane strain tension,and simple shear,are essential for implementing virtual manufacturing technologies.In this work,a new additive-coupled analytical yield stress function,CPN2025,is proposed to accurately describe plastic anisotropy under various loading conditions.CPN2025 integrates the Poly4 anisotropic yield criterion with the Hosford isotropic yield criterion under a non-associated flow rule.A non-fixed-exponent calibration strategy is introduced,overcoming the limitations of existing yield criteria that typically offer curvature adjustment with only positive or negative correlations.CPN2025 is compared with other non-associated yield functions,including SY2009,CQN2017,and NAFR-Poly4,to evaluate its performance in predicting the plastic anisotropy of DP490,QP1180,AA5754-O,and AA6016-T4.Results show that,while meeting convexity requirements,the additive-coupled approach not only provides greater flexibility than the multiplicative-coupled but also simplifies the acquisition of partial derivative information.CPN2025 delivers the highest accuracy in characterizing anisotropic yield behavior,particularly for near-plane strain tension and simple shear loadings.Additionally,incorporating more uniaxial tensile yield stress-calibrated material parameters significantly improves the prediction capacity of in-plane anisotropic behavior.The use of anisotropic hardening concepts enhances the model's capability to capture the subsequent yield behavior across the entire plastic strain range. 展开更多
关键词 Plastic anisotropy yield criterion Non-associated flow rule Subsequent yield behavior Sheet metals
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低屈服点钢波纹管阻尼器横向滞回性能研究
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作者 李虎 杜永峰 +1 位作者 赵燕舞 李芳玉 《湖南大学学报(自然科学版)》 北大核心 2025年第7期24-37,共14页
提出一种用于基础隔震结构的新型耗能装置—低屈服点钢波纹管阻尼器,该阻尼器具有水平各向力学性能相同、水平剪切大变形能力等显著特征.首先,通过开展低周往复加载试验,对低屈服点钢波纹管阻尼器的破坏模式、滞回特性、承载能力、变形... 提出一种用于基础隔震结构的新型耗能装置—低屈服点钢波纹管阻尼器,该阻尼器具有水平各向力学性能相同、水平剪切大变形能力等显著特征.首先,通过开展低周往复加载试验,对低屈服点钢波纹管阻尼器的破坏模式、滞回特性、承载能力、变形特征、耗能能力等进行了研究,并分析了波纹管高度、平均直径等构造参数对阻尼器力学性能的影响;接着,利用ABAQUS建立了阻尼器的精细化有限元模型,分析阻尼器构造参数对其力学性能的影响规律,并给出了阻尼器各力学性能指标的预测公式.结果表明:波纹管的破坏主要发生在与加载方向一致且靠近连接板的波纹管上,与加载方向垂直侧的变形相对较小;各阻尼器试件的滞回曲线均比较饱满,表现出良好的耗能能力和水平大变形能力;阻尼器均发生了明显的屈服和强化过程,屈服前水平刚度较大,屈服后显著降低,约为屈服前的20%~32%;增加波纹管高度或者减小波纹管直径时,阻尼器的承载能力降低,水平刚度减小,滞回耗能也减少,但变形能力增大;提高波纹管材料强度和厚度时,阻尼器的承载能力显著提高,耗能能力增强.提出的计算公式能够较准确地预测阻尼器的基本力学性能. 展开更多
关键词 低屈服点钢 波纹管 拟静力试验 滞回性能 数值模拟
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高强钢筋配箍的混凝土浅梁受剪性能试验研究
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作者 袁健 张康诚 《建筑结构》 北大核心 2025年第20期112-120,共9页
采用高强钢筋有利于减少混凝土结构的用钢量,而《混凝土结构设计标准》(GB/T 50010—2010)将箍筋抗拉强度设计值限制为360MPa,世界各国规范中高强箍筋强度的设计取值也不尽相同。以配箍率(0、0.17%和0.20%)、混凝土强度等级(C30、C50和C... 采用高强钢筋有利于减少混凝土结构的用钢量,而《混凝土结构设计标准》(GB/T 50010—2010)将箍筋抗拉强度设计值限制为360MPa,世界各国规范中高强箍筋强度的设计取值也不尽相同。以配箍率(0、0.17%和0.20%)、混凝土强度等级(C30、C50和C70)以及箍筋种类(HRB600级普通钢筋和高强不锈钢筋)为试验变量,完成了15根剪跨比为3.0的钢筋混凝土简支梁剪切破坏试验,获取了破坏形态、钢筋应变和剪力-跨中挠度曲线,并结合斜裂缝宽度实测值探讨高强箍筋的设计取值。结果表明,当高强混凝土浅梁发生剪切破坏时,两类高强箍筋均能达到屈服强度;高强不锈钢筋配箍的混凝土浅梁中斜裂缝数量较少,且较早地形成临界斜裂缝;当配箍率相同且箍筋间距适中时,可忽略箍筋间距对箍筋应力总和的影响。建议取高强箍筋抗拉强度设计值为420MPa,并采用45°桁架模型确定其受剪承载力,可选用较小的箍筋直径及间距以更好地控制正常使用荷载下梁的最大斜裂缝宽度。 展开更多
关键词 钢筋混凝土浅梁 高强箍筋 受剪性能 斜裂缝宽度 屈服强度
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联肢低屈服点波纹钢板剪力墙抗侧性能研究
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作者 赵秋红 徐琪玮 +1 位作者 陈志华 郑浩戈 《天津城建大学学报》 2025年第3期164-172,共9页
本文提出联肢低屈服点波纹钢板剪力墙体系,研究了采用LYP100低屈服点钢墙板的联肢波纹钢板剪力墙的抗侧性能,提出了联肢波纹钢板剪力墙的理想破坏模式,推导了多层联肢波纹钢板剪力墙的耦联比计算公式及抗侧承载力公式,并提出了连梁的设... 本文提出联肢低屈服点波纹钢板剪力墙体系,研究了采用LYP100低屈服点钢墙板的联肢波纹钢板剪力墙的抗侧性能,提出了联肢波纹钢板剪力墙的理想破坏模式,推导了多层联肢波纹钢板剪力墙的耦联比计算公式及抗侧承载力公式,并提出了连梁的设计方法.建立了联肢波纹钢板剪力墙的三维精细化有限元模型,进行非线性推覆分析及参数分析,对比了联肢波纹钢板剪力墙与单肢波纹钢板剪力墙、联肢平钢板剪力墙和联肢框架的抗侧性能,并研究了连梁抗弯承载力对联肢波纹钢板剪力墙的抗侧承载力、耦联比、剪力分配、内力分布以及板框相互作用的影响规律.结果表明,在侧向力作用下,联肢波纹钢板剪力墙的左右墙肢承担的倾覆力矩基本呈对称分布,外框架柱与单肢波纹钢板剪力墙的框架柱的受力情况基本相同,而内框架柱轴力减小,弯矩增大.随着连梁抗弯承载力的提高,结构整体承载力提高,耦联比上升,墙板承担的剪力比例下降;墙肢中附加轴力增大,单个墙肢承担的弯矩减小. 展开更多
关键词 联肢波纹钢板剪力墙 低屈服点钢 抗侧性能 连梁 耦联比
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梁柱斜交节点单肢弧形角钢滞回性能研究
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作者 龚富涛 孙国华 黎智琴 《建筑钢结构进展》 北大核心 2025年第9期27-39,51,109,共15页
为研究梁柱斜交顶底角钢节点中单肢弧形角钢的滞回性能,文中共设计制作了6个系列37个单肢弧形角钢试件,重点考虑了角度、角钢厚度、角钢圆弧半径、柱肢长度、加劲肋厚度及加劲肋形式对其滞回性能的影响;并采用有限元软件ABAQUS对该角钢... 为研究梁柱斜交顶底角钢节点中单肢弧形角钢的滞回性能,文中共设计制作了6个系列37个单肢弧形角钢试件,重点考虑了角度、角钢厚度、角钢圆弧半径、柱肢长度、加劲肋厚度及加劲肋形式对其滞回性能的影响;并采用有限元软件ABAQUS对该角钢试件进行了数值模拟,系统分析了相关参数对单肢弧形角钢初始刚度、屈服后刚度、屈服承载力、破坏模式、耗能能力等性能的影响。在GARLOCK等提出的单肢直角钢恢复力模型的基础上,提出了单肢弧形角钢的恢复力模型。分析结果表明:加劲肋的设置改变了单肢弧形角钢的屈服模式,未设置加劲肋的单肢弧形角钢在角钢圆弧的中间部位、柱肢连接高强螺栓边缘处形成了两条塑性铰线;设置加劲肋的单肢弧形角钢分别在柱肢加劲肋两侧和角钢圆弧中间部位形成了塑性铰线;角度对钝角角钢力学性能的影响显著大于对锐角角钢力学性能的影响,增大角钢厚度、减少柱肢长度、增设加劲肋等措施均可提高单肢弧形角钢的初始刚度、屈服承载力和耗能能力,其余参数影响相对较小;基于理论分析给出了带肋和未设置加劲肋的单肢弧形角钢的初始刚度、屈服后刚度、屈服承载力的理论计算公式,构建的斜向单肢弧形角钢恢复力模型能有效预估其滞回特征,具有较高的计算精度,可用于此类节点的工程设计中。 展开更多
关键词 单肢弧形角钢 斜交连接 初始刚度 屈服承载力 有限元分析 恢复力模型 滞回性能
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颗粒增强金属基复合材料的屈服行为 被引量:8
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作者 丁向东 刘刚 +3 位作者 王瑞红 孙军 江中浩 连建设 《金属学报》 SCIE EI CAS CSCD 北大核心 2002年第4期368-375,共8页
运用空间轴对称弹塑性有限元方法和混合律模型、给出了应力应变分配系数与复合材料的弹性模量、屈服强度以及切线模量之间的定量关系式、并由此提出了一种新的定义颗粒增强金属基复合材料比例极限和屈服行为的方法、进而研究了颗粒形状... 运用空间轴对称弹塑性有限元方法和混合律模型、给出了应力应变分配系数与复合材料的弹性模量、屈服强度以及切线模量之间的定量关系式、并由此提出了一种新的定义颗粒增强金属基复合材料比例极限和屈服行为的方法、进而研究了颗粒形状(球体 正圆柱体以及椭球体)和材料结构参数(颗粒体积分数和颗粒根间距)对颗粒增强金属基复合材料拉伸变形行为的影响.研究表明,通过研究应力应变分配系数及其二阶导数来确定复合材料屈服行为的方法不仅适用于短纤维增强金属基复合材料.而且也适用于颗粒增强金属基复合材料.该方法可以较好地反映出颗粒形状和材料结构参数对复合材料屈服行为的影响. 展开更多
关键词 颗粒增强 金属基复合材料 有限元分析 屈服行为 比例极限
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干法双拉锂离子电池隔膜的制造与表征 被引量:10
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作者 向明 蔡燎原 +2 位作者 曹亚 亢健 吴桐 《高分子学报》 SCIE CAS CSCD 北大核心 2015年第11期1235-1245,共11页
总结了对β-PP铸片晶片分布的均匀性进行快速评价,进而衡量隔膜的孔径分布、厚度分布均匀性的最新研究思路和进展.相关研究通过精确控制结晶温度制备了5组具有相似结晶度、高β晶含量但是不同晶片厚度分布的β-PP流延铸片,并对其β晶片... 总结了对β-PP铸片晶片分布的均匀性进行快速评价,进而衡量隔膜的孔径分布、厚度分布均匀性的最新研究思路和进展.相关研究通过精确控制结晶温度制备了5组具有相似结晶度、高β晶含量但是不同晶片厚度分布的β-PP流延铸片,并对其β晶片的厚度分布情况进行分析.对其进行拉伸测试,发现了其应力应变曲线出现奇特的二次屈服现象.通过对β-PP在不同拉伸阶段的结构形态进行详细表征,得出二次屈服点是折叠链晶片拉直转化为无定型相的过渡点.同时发现β晶晶片分布越窄,二次屈服出现时的应变值就越大.另一方面,对铸片进行双向拉伸制备隔膜,发现晶片分布越窄的铸片生产的隔膜孔径分布就越窄.退火热处理后的拉伸测试也进一步验证了此规律.因此,可利用室温下的单轴拉伸测试对β-PP流延铸片内部晶片分布宽度,以及其所制备隔膜的孔径分布进行简单而有效地评价. 展开更多
关键词 β聚丙烯 二次屈服 晶片分布宽度 孔径分布均匀性
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