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半干旱地区燕麦种子产量及其相关农艺性状 被引量:1
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作者 景芳 边芳 +5 位作者 任生兰 刘彦明 陈富 南铭 张成君 刘阳 《草业科学》 CAS CSCD 北大核心 2024年第2期356-370,共15页
本研究选取19个燕麦(Avena sativa)品种(系)的产量相关性状指标,采用相关性分析、通径分析、灰色关联度分析以及聚类分析,探讨甘肃中部半干旱地区燕麦种子产量影响因素并筛选综合性状优良的燕麦种质。结果表明:燕麦种子产量为3 283.33~5... 本研究选取19个燕麦(Avena sativa)品种(系)的产量相关性状指标,采用相关性分析、通径分析、灰色关联度分析以及聚类分析,探讨甘肃中部半干旱地区燕麦种子产量影响因素并筛选综合性状优良的燕麦种质。结果表明:燕麦种子产量为3 283.33~5 833.33 kg·hm^(-2),其中‘Cinskinaly’的产量最高。种子产量与千粒重、成穗数极显著正相关(P <0.01),与单株穗粒重显著正相关(P <0.05),而与株高显著负相关(P <0.05);通径分析结果表明,单株穗粒数、单株穗粒重、千粒重是决定种子产量的重要因素。聚类分析将19份燕麦材料析划分为4个类群:第Ⅰ类可作饲草资源加以筛选利用;第Ⅱ类适合作高产抗倒伏产籽型品种;第Ⅲ类为优选裸燕麦材料;而第Ⅳ类生产适应性和田间表现差,可直接淘汰。筛选出综合表现较佳的两个裸燕麦品系‘201006-01-01-9’‘201003-06-5’和1个皮燕麦品系‘201113-03-05’,可提升到甘肃省区域试验。 展开更多
关键词 燕麦 品种(系) 农艺性状 相关性分析 通径分析 灰色关联度评价 聚类分析
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开挖前抽水条件下基坑围挡两侧非极限土压力计算模型
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作者 薛秀丽 刘治珩 +2 位作者 曾超峰 白宁 陈宏波 《岩土力学》 EI CAS CSCD 北大核心 2024年第6期1699-1708,1719,共11页
基坑开挖前的坑内抽水可引起围挡发生厘米级的侧移,但现行基坑设计理论仅提出了基于弹性支点法的土方开挖诱发围挡受力变形的计算方法,却并未提出如何计算基坑开挖前抽水引起的围挡侧移。若要沿用弹性支点法进行抽水侧移的计算,则如何... 基坑开挖前的坑内抽水可引起围挡发生厘米级的侧移,但现行基坑设计理论仅提出了基于弹性支点法的土方开挖诱发围挡受力变形的计算方法,却并未提出如何计算基坑开挖前抽水引起的围挡侧移。若要沿用弹性支点法进行抽水侧移的计算,则如何确定抽水过程中围挡两侧土压力分布成为关键。为了提出基坑开挖前抽水条件下围挡两侧土压力的计算模型,首先提出了基坑开挖前抽水过程中围挡两侧土体受扰动区形态与范围;然后探明了扰动区内土体应变分布规律并提出土体应变分布模式;进一步地,建立了土体应变与围挡侧移的数学方程,并结合土体应力−应变方程最终构建了开挖前抽水条件下考虑基坑围挡侧移影响的土压力计算模型。所提出的土压力模型能够反映基坑开挖前抽水过程中围挡侧移对土压力的非线性影响,公式形式简单,参数取值方便,可为后续预测抽水引起的基坑围挡侧移提供重要基础。 展开更多
关键词 基坑围挡位移 开挖前降水 应变状态模式 应力路径 非极限土压力
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分级循环卸-加围压下粉砂岩的力学特征
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作者 苗胜军 段懿轩 +1 位作者 刘春康 卢新爱 《土木与环境工程学报(中英文)》 CSCD 北大核心 2024年第6期1-8,共8页
针对不同的实际工程,开展不同应力路径的试验来研究岩体的力学特性是解决实际问题的关键。为研究粉砂岩在围压循环卸-加载特殊应力路径下的力学特征,采用MTS815岩石力学测试系统开展不同轴力水平下分级循环卸-加载围压试验,研究不同轴... 针对不同的实际工程,开展不同应力路径的试验来研究岩体的力学特性是解决实际问题的关键。为研究粉砂岩在围压循环卸-加载特殊应力路径下的力学特征,采用MTS815岩石力学测试系统开展不同轴力水平下分级循环卸-加载围压试验,研究不同轴力水平下轴、环向塑性应变及弹性模量的演化特征,并结合耗散能量的计算,分析能量演化与试件变形破坏之间的关系。结果表明:随着循环次数的增加,滞回环向应变增大方向移动,卸-加围压下应力-应变曲线逐渐闭合,滞回环间距整体表现为由“疏”到“密”的变化特征;单一变量时,围压卸载等级越低弹性模量越低,轴力水平越低弹性模量越高,弹性模量受轴力水平和围压卸载等级两种参量共同作用;单次循环中环向塑性应变在数值上总是大于对应的轴向塑性应变,循环卸-加围压特殊应力路径下,高轴力水平下岩石抵抗塑性变形的能力要强于低轴力水平;岩石破坏最终所耗散的总能量与轴力水平一定程度上呈线性正相关。 展开更多
关键词 粉砂岩 循环卸-加围压 塑性应变 耗散能量 岩石力学 应力路径
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316L不锈钢非比例循环硬化特性的数值模拟
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作者 金丹 郭超越 +2 位作者 孙梦莹 刘壮 李卓群 《机械工程材料》 CAS CSCD 北大核心 2024年第1期112-118,共7页
在等效应变范围为0.7%条件下,对316L不锈钢进行室温应变控制拉-扭疲劳试验,研究了比例应变路径(单轴路径和比例路径)和非比例应变路径(十字路径和圆路径)下的循环硬化特性;采用AF-OW随动硬化模型结合Chaboche各向同性硬化准则以及将非... 在等效应变范围为0.7%条件下,对316L不锈钢进行室温应变控制拉-扭疲劳试验,研究了比例应变路径(单轴路径和比例路径)和非比例应变路径(十字路径和圆路径)下的循环硬化特性;采用AF-OW随动硬化模型结合Chaboche各向同性硬化准则以及将非比例度嵌入到各向同性硬化准则中的改进模型对各路径下的循环特性进行模拟,并进行试验验证。结果表明:316L不锈钢在各路径下的循环初期均产生了循环硬化现象,在单轴、比例、十字和圆路径下的硬化率分别为5.2%,4.5%,38.2%,44.6%,在非比例应变路径下,该钢产生明显的附加强化;AF-OW模型结合各向同性硬化准则可以准确地模拟单轴和比例路径下的循环硬化特性,但对十字和圆路径下的模拟效果较差,模拟得到的正应力-正应变滞回环与试验结果之间的最大相对误差均大于20%;改进模型可以准确地描述十字和圆路径下的循环硬化特性,正应力-正应变滞回环的最大相对误差分别为1.3%和3.2%,最大等效峰值应力的相对误差分别为1.9%和1.2%。 展开更多
关键词 316L不锈钢 非比例应变路径 循环硬化 各向同性硬化准则 非比例度
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Energy conversion of rocks in process of unloading confining pressure under different unloading paths 被引量:13
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作者 赵国彦 戴兵 +1 位作者 董陇军 杨晨 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2015年第5期1626-1632,共7页
Based on energy theory and tests of rocks with initial confining pressures of 10, 20 and 30 MPa under different unloading paths, the processes of strain energy conversion were investigated. The absorbing strain energy... Based on energy theory and tests of rocks with initial confining pressures of 10, 20 and 30 MPa under different unloading paths, the processes of strain energy conversion were investigated. The absorbing strain energy for axial compression, the dissipating strain energy for plastic deformation and cracks propagation, the expending strain energy for circumferential deformation, and the storing and releasing elastic strain energy were considered. Unloading paths included the condition of fixing axial pressure and unloading axial pressure, increasing axial pressure and unloading confining pressure, as well as unloading axial pressure and confining pressure simultaneously. Results show that expending strain energy for circumferential deformation has mainly evolved from absorbing strain energy for axial compression in three unloading paths during unloading processes. Dissipating strain energy is significantly increased only near the peak point. The effect of initial confining pressure on strain energy is significantly higher than that of unloading path. The strain energy is linearly increased with increasing initial confining pressure. The unloading path and initial confining pressure also have great influence on the energy dissipation. The conversion rate of strain energy in three paths is increased with increasing initial confining pressure, and the effect of initial confining pressure on conversion rate of strain energy is related with the unloading paths. 展开更多
关键词 unloading paths axial pressure confining pressure strain energy energy conversion
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带扩大桩靴桩基施工挤土效应解析研究 被引量:1
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作者 吴君涛 耿少寒 +2 位作者 梁一然 王奎华 应晓阳 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2024年第1期130-139,共10页
提出新型带扩大桩靴预应力管桩基础.不同于均匀截面管桩的施工挤土效应,由于桩靴尺寸大于预制管桩桩身,桩端扩张不宜视作理想球体而更接近于扁球体(旋转椭球体).基于扁球体扩张源对新型带扩大桩靴桩基施工挤土位移场进行解析求解,基于... 提出新型带扩大桩靴预应力管桩基础.不同于均匀截面管桩的施工挤土效应,由于桩靴尺寸大于预制管桩桩身,桩端扩张不宜视作理想球体而更接近于扁球体(旋转椭球体).基于扁球体扩张源对新型带扩大桩靴桩基施工挤土位移场进行解析求解,基于圆孔扩张理论考虑桩周土塑性区域的体积变形,对扁球体扩张应变路径法计算结果进行修正.通过提出的解析解,研究带扩大桩靴桩基施工挤土效应.结果表明,桩周场地可以根据位移场分布规律,大致分为近地表、近桩端以及桩身附近3个区域.扩张源形态越“扁”,桩身附近区域水平“排开”效应略有增强,近地表区域地面“隆起”位移及近桩端区域竖向位移显著减小,这对于挤土桩施工而言是非常有益的. 展开更多
关键词 扩大桩靴 管桩 应变路径法 圆孔扩张 挤土效应
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不同加载路径和应变速率下挤压Mg-8.0Al-0.1Mn镁合金的力学响应行为
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作者 夏二立 叶拓 +3 位作者 邱飒蔚 郭鹏程 吴远志 李落星 《材料导报》 EI CAS CSCD 北大核心 2024年第22期235-242,共8页
采用准静态压缩,对不同加载路径和应变速率下挤压Mg-8.0Al-0.1Mn镁合金的力学响应行为进行了研究,加载应变速率为0.0001 s^(-1)、0.001 s^(-1)、0.01 s^(-1)、0.1 s^(-1)和0.33 s^(-1),加载路径为沿挤压方向(Extrusion direction,ED)和... 采用准静态压缩,对不同加载路径和应变速率下挤压Mg-8.0Al-0.1Mn镁合金的力学响应行为进行了研究,加载应变速率为0.0001 s^(-1)、0.001 s^(-1)、0.01 s^(-1)、0.1 s^(-1)和0.33 s^(-1),加载路径为沿挤压方向(Extrusion direction,ED)和垂直挤压方向(Transverse direction,TD),固溶工艺分别为350℃保温6 h和410℃保温6 h。结果表明挤压Mg-8.0Al-0.1Mn镁合金的力学响应行为具有较强的各向异性。沿TD压缩的应力-应变曲线呈“C”形,在特定应变速率下还出现了不同类型的锯齿状波动;沿ED压缩的应力-应变曲线则为“S”形,仅在塑性失稳阶段产生了剧烈的锯齿状波动。加载应变速率越低和晶粒尺寸越小,Portevin-Le Chatelier(PLC)越显著。当加载应变速率为0.0001 s^(-1)时,PLC锯齿随加载应变的增加逐渐由A型转变为B型,最后演变为C型。沿ED压缩变形后,晶粒仍近似呈等轴状,但产生了多组相互平行的形变孪晶;沿TD压缩时除产生了一组相互平行的形变孪晶外,部分晶粒中还出现另一组与之交叉的形变孪晶。相比之下,沿TD压缩的协调变形能力较弱,需要晶界和孪晶界转动来协调各晶粒间的变形,导致晶粒及孪晶均出现了明显的扭曲。 展开更多
关键词 镁合金 力学响应行为 应变速率 加载路径 锯齿波动
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地铁基坑开挖下周围土体应力-变形分析 被引量:1
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作者 尹明远 《山西建筑》 2024年第1期89-93,共5页
通过开挖应力路径的理论,对地铁基坑周围土体的应力-应变进行分析。从基坑侧面土体、底部土体、开挖过渡区土体的应力-应变三方面进行论述,得出了基坑边侧土体应变为负,有向基坑方向的水平位移,对基坑支护结构产生挤压,竖直方向应变为正... 通过开挖应力路径的理论,对地铁基坑周围土体的应力-应变进行分析。从基坑侧面土体、底部土体、开挖过渡区土体的应力-应变三方面进行论述,得出了基坑边侧土体应变为负,有向基坑方向的水平位移,对基坑支护结构产生挤压,竖直方向应变为正,土体会下沉;基坑底部土体应变为负,会向上隆起,水平向应变为正,土体会压缩;过渡区域土体影响较小。解决了基坑开挖情况下无法严格控制基坑变形的问题,从而可以考虑不同施工顺序对周边环境、支护结构及结构应力变形影响,进而提升了基坑安全可靠性。 展开更多
关键词 应力路径 基坑开挖 应力 应变
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不同应力路径下天然沉积软土的应力应变特性
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作者 朱楠 吕海军 +1 位作者 刘天韵 张晓晓 《中国港湾建设》 2024年第10期51-57,共7页
为了揭示应力路径对天然沉积软土应力应变特性的影响,对原状天津软土和衡水湖软土开展物理力学指标、颗粒分析、常规三轴和应力路径三轴试验,系统研究了不同应力路径下天然沉积软土的应力应变特征及其影响因素,得到以下主要结论:结构性... 为了揭示应力路径对天然沉积软土应力应变特性的影响,对原状天津软土和衡水湖软土开展物理力学指标、颗粒分析、常规三轴和应力路径三轴试验,系统研究了不同应力路径下天然沉积软土的应力应变特征及其影响因素,得到以下主要结论:结构性和胶结特性改变软土的应力应变特征,排水剪切下结构性和胶结特性较弱的天津软土表现出近似重塑土的应变硬化特征,而结构性和胶结特性较强的衡水湖软土表现出原状土典型的应变软化特征;天然沉积软土具有结构性和胶结特性,可承担一定的拉应力并产生膨胀变形;衡水湖软土黏粒和胶粒含量较高具有明显的胶结特性,在轴向卸载路径下抗剪强度更高且膨胀变形更大。研究结论可为天然沉积软土的设计计算和本构模型研究提供借鉴参考。 展开更多
关键词 天然沉积软土 三轴试验 应力路径 应力应变特性
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铝合金双曲率薄壁件电磁渐进辅助拉伸成形工艺方案设计与开发
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作者 时恬 黄亮 +5 位作者 谢冰鑫 孙怡然 唐天宇 周巍 刘昊 苏红亮 《精密成形工程》 北大核心 2024年第3期52-61,共10页
目的针对铝合金双曲率薄壁件传统拉伸成形工艺成形均匀性差的问题,提出一种采用电磁渐进辅助拉伸成形的高精度成形工艺。方法设计电磁渐进辅助拉伸成形工艺方案,基于有限元仿真软件LS-DYNA R13.0,建立拉伸成形和电磁成形有限元模型。通... 目的针对铝合金双曲率薄壁件传统拉伸成形工艺成形均匀性差的问题,提出一种采用电磁渐进辅助拉伸成形的高精度成形工艺。方法设计电磁渐进辅助拉伸成形工艺方案,基于有限元仿真软件LS-DYNA R13.0,建立拉伸成形和电磁成形有限元模型。通过数值仿真研究线圈移动路径和放电电压组合对成形质量的影响以及薄壁件的整体贴模成形过程和等效塑性应变。结果与单程放电相比,双程放电能够大幅度提高板材变形均匀性。与以中间值电压连续放电以及先大电压后小电压的放电电压组合相比,在先小电压后大电压的放电电压组合下,板材的成形质量更高。选择线圈双程顺序移动路径和7 kV-10 kV放电电压组合,通过10次拉伸和9层54次放电,得到了减薄率仅为3%的贴模性良好的双曲率薄壁件。变形量基本呈现随着放电层数的增加而不断降低的趋势。电磁放电仅扩展更大的塑性应变区域,不改变已贴模区板材的塑性应变值。结论与拉伸成形相比,电磁渐进辅助拉伸成形工艺有效提高了板材的塑性变形程度并极大控制了回弹的发生。 展开更多
关键词 电磁渐进辅助拉伸成形 线圈移动路径 放电电压 等效塑性应变
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应力路径对粉土力学特性影响研究
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作者 陈斌 贾景超 +2 位作者 吴岗 万亮亮 刘雨童 《福建建筑》 2024年第2期79-84,共6页
为研究平面应变状态下不同应力路径对粉土力学特性的影响,采用平面应变仪,对粉土试样进行不同应力路径下的竖向加荷试验,并比较四种应力路径下土体的偏应力、侧向应变和竖向应变的变化规律,以及强度参数差异性。探究了初始干密度对不同... 为研究平面应变状态下不同应力路径对粉土力学特性的影响,采用平面应变仪,对粉土试样进行不同应力路径下的竖向加荷试验,并比较四种应力路径下土体的偏应力、侧向应变和竖向应变的变化规律,以及强度参数差异性。探究了初始干密度对不同加荷路径下偏应力、侧向应变发展规律的影响。结果表明,应力路径对于应力-应变曲线有很大影响,不同应力路径对土体变形强度影响明显。粉土干密度对于应力-应变曲线影响很大,随着干密度的增大,竖向应变和侧向应变增大幅度减小,呈负相关。 展开更多
关键词 粉土 应力路径 应力 应变 平面应变
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卸荷路径下隧道围岩力学特性及变形机制研究
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作者 张凯峰 《资源信息与工程》 2024年第5期91-95,101,共6页
隧道等地下工程围岩开挖属于典型卸荷过程,文章结合辽宁某在建隧道的工程实际,对该隧道围岩(砂岩)进行了复杂应力路径下的卸荷试验,分析了试样在不同损伤(LD-弱损伤,HD-强损伤)状态下的变形破坏机制。对于三轴卸荷条件:在LD状态下,轴向... 隧道等地下工程围岩开挖属于典型卸荷过程,文章结合辽宁某在建隧道的工程实际,对该隧道围岩(砂岩)进行了复杂应力路径下的卸荷试验,分析了试样在不同损伤(LD-弱损伤,HD-强损伤)状态下的变形破坏机制。对于三轴卸荷条件:在LD状态下,轴向应变ε_(1)呈先减后增变化趋势;在HD状态下,当卸荷速率较小时(v=0.01MPa/s),ε_(1)呈逐渐增大变化趋势,当卸荷速率较大时(v>0.01MPa/s),ε_(1)呈先减后增变化趋势。对于三轴循环加卸荷条件:卸荷过程中径向应变ε_(3)呈负增大,滞回曲线的面积随循环次数的增加而增大,当应力低于前一周期的最小应力时,ε_(3)的负增长速率迅速增大;在LD状态下,应变响应△ε_(1)随卸荷速率的增加而减小;在HD状态下,当卸荷速率较低时,△ε_(1)较大,之后呈波动变化趋势;在LD状态下,△ε_(1)和△ε_(3)的变化趋势有所不同,△ε_(3)随循环周期的增加而逐渐增大,而△ε_(1)在前5次循环周期内无明显变化趋势;在HD状态下,△ε_(1)和△ε_(3)呈逐渐增大趋势。研究结果可为揭示隧道等地下工程围岩的开挖卸荷破坏机制提供理论依据。 展开更多
关键词 隧道围岩 砂岩 应力路径 循环卸围压 卸荷速率 应变响应
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基坑开挖卸荷路径下饱和粉土强度特性研究
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作者 周游 刘孙祥 +2 位作者 王益楠 沈楠杰 蒋刚 《路基工程》 2024年第5期91-95,共5页
结合南京市福建路地铁站基坑工程,开展饱和粉土的常规剪切和一系列不同应力比下K0固结排水剪切三轴试验,研究粉土在不同卸荷路径下的强度特性。结果表明:饱和粉土的应力-应变特性与应力路径密切相关,侧向卸荷及双向卸荷应力比小于1时为... 结合南京市福建路地铁站基坑工程,开展饱和粉土的常规剪切和一系列不同应力比下K0固结排水剪切三轴试验,研究粉土在不同卸荷路径下的强度特性。结果表明:饱和粉土的应力-应变特性与应力路径密切相关,侧向卸荷及双向卸荷应力比小于1时为压缩破坏,轴向卸荷及双向卸荷应力比大于1时为拉伸破坏;偏应力增加的压缩破坏和偏应力减小的拉伸破坏临界状态线不相同;在坑底轴向卸荷区,常规三轴试验测得的内摩擦角显著偏大,会导致坑底被动土压力计算值偏于不安全。 展开更多
关键词 粉土 应力路径 K0固结 卸荷应力比 应力应变
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不同加载路径下大理岩的强度特征研究
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作者 侯家文 田浩源 程宏梁 《湖北工业大学学报》 2024年第2期111-115,共5页
选取锦屏大理岩为研究对象,进行恒定围压下的三轴压缩试验、逐步增加围压的三轴压缩试验以及卸围压的三轴压缩试验,研究大理岩岩样在不同加载路径下的强度演化特征。研究结果表明:在恒定围压下的三轴压缩试验中,环向应力级别每提升5 MPa... 选取锦屏大理岩为研究对象,进行恒定围压下的三轴压缩试验、逐步增加围压的三轴压缩试验以及卸围压的三轴压缩试验,研究大理岩岩样在不同加载路径下的强度演化特征。研究结果表明:在恒定围压下的三轴压缩试验中,环向应力级别每提升5 MPa,试件的强度增大约30%;相对于恒定围压下的三轴压缩试验,逐步增加围压的三轴压缩试验黏聚力增加,内摩擦角降低,而卸围压的三轴压缩试验与之相反;在不同的加载路径中,卸围压的三轴压缩试验最易破坏,而逐步增加围压的三轴压缩试验由于经历太多塑性变形,并不能很好地提升试件的强度。 展开更多
关键词 大理岩 三轴压缩 加围压、卸围压 强度特征 加载路径
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Primary and recency effects based on loading path in classical plasticity 被引量:2
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作者 GAO Yue SHAO Fei +3 位作者 FAN Peng-xian XU Qian GU Juan WANG Shang-long 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第9期2592-2605,共14页
We have established an elastoplastic analysis model to explore the effect of loading path in an incompressible thin-walled tube under the combined action of axial force and torque based on Mises yield condition and is... We have established an elastoplastic analysis model to explore the effect of loading path in an incompressible thin-walled tube under the combined action of axial force and torque based on Mises yield condition and isotropic linear hardening assumption.Further,four stress areas(σx,τx)are divided according to the characteristics of the final stress,and the plastic stress-strain relationship of twelve stress paths in different stress areas is derived.The"primary effect"of the stress path on plastic strain is demonstrated,namely,the plastic strain caused by the pre-loaded stress in path A(tensile stress is initially applied,followed by shear stress)is always greater than that caused by the post-loaded stress in path C(shear stress is initially applied,followed by tensile stress)irrespective of the value of final stress.The"recency effect"of the strain path on the stress is also established,which indicates that the stress caused by the post-loaded strain in path A is always greater than that caused by the pre-loaded strain in path C irrespective of the value of final strain.From the perspective of deformation,the"primary effect"of the stress path on the plastic strain and the"recency effect"of the strain path on the stress are unified.These effects are succinct and universal,and they provide useful insights on the plastic stress-strain relationship under different loading paths.Furthermore,they can serve as a useful reference for optimizing the processing technologies and construction procedures. 展开更多
关键词 isotropic linear hardening stress path strain path primary effect recency effect
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Molecular dynamics simulations of strain-dependent thermal conductivity of single-layer black phosphorus 被引量:2
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作者 Wu Junwei Tao Yi +2 位作者 Chen Chen Chen Yuewen Chen Yunfei 《Journal of Southeast University(English Edition)》 EI CAS 2018年第1期43-47,共5页
Classical molecular dynamics(MD)simulations ae performed to investigate the effects of mechanical strain on the thermal conductivity of single-layer black phosphorus(SLBP)nanoribbons along different directions at room... Classical molecular dynamics(MD)simulations ae performed to investigate the effects of mechanical strain on the thermal conductivity of single-layer black phosphorus(SLBP)nanoribbons along different directions at room temperature.The results show that the tensile strain afects the thermal conductivity of nanoribbons by changing thephonon density of state(DOS)and mean free path(M FP).The thermal conductivity shows a sharp enhancement with the tensile strain applied along the armchai diection,while it increases slowly with the strain applied along the zigzag diection.This phenomenon cm be mainly explained by effects of the phonon DOS and MFP.The increasing strain along the armchai direction weakens DOS and strengthens MFP clearly.However,when it comes to the increasing strain along the zigzag deection'DOS enliances significantly while MFP decreases slightly.The findings explore the relationship between the tensile strain and the thermal conductivity reasonably and can provide a reliable method to estimate the MFP of black phosphorus. 展开更多
关键词 molecular dynamics smgle-layer black phosphorus strain thermal conductivity phonon density of state mean free path
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Influence of stress path change on the resistance to plastic deformation of cold rolled sheets 被引量:1
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作者 Pavel Huml 《Journal of University of Science and Technology Beijing》 CSCD 2005年第6期521-526,共6页
Flat workpieces have been tested in order to investigate the influence of stress path change (loading mode) while keeping strain path unchanged. These investigations are pertinent to the testing of cold rolled strip... Flat workpieces have been tested in order to investigate the influence of stress path change (loading mode) while keeping strain path unchanged. These investigations are pertinent to the testing of cold rolled strips and to subsequent forming. The workpieces which first compressed by plane strain compression in thickness direction were then tested in perpendicular direction in order to measure the influence of strain and stress path. The tension workpieces came from flat die compression test at different deformation histories. Two different materials were investigated: 18/8 Ti stainless steel and AW-1050 aluminium. The results show that the plastic flow by tension in lengthwise direction after pre-strain by compression in thickness direction will begin at an appreciably lower stress than that of the workpieces unloaded after pre-compression. Comparing with two materials, it can be seen that both 18/8 Ti stainless steel and AW-1050 aluminium behave similarly. The drop in yield stress is lower for AW-1050 aluminium than that for 18/8 Ti stainless steel. However, reloading in different directions than in the precious step results in significantly higher strain hardening. 展开更多
关键词 cold working plastic deformation strain path stress path loading mode flow stress yield stress strain hardening
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Principle of Interaction between Plastic Volumetric and Shear Strains and the Constitutive Model for Geotechnical Materials 被引量:2
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作者 Wang Jingtao(1.Department of Architectural Engineering, Xinyang Normal University, Xinyang 464000, Henan, China 2.School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China) 《工程科学(英文版)》 2007年第2期129-138,共10页
Here is proposed the principle of interaction between plastic volumetric and shear strains, revealing the main origin of generating the complexity and variety of deformations for geotechnical materials. Here are also ... Here is proposed the principle of interaction between plastic volumetric and shear strains, revealing the main origin of generating the complexity and variety of deformations for geotechnical materials. Here are also explained the manners of the interaction between plastic volumetric and shear strains and the conditions of generating shear dilatancy. It is demonstrated that dependency of the stress path exists and is a combination of effects of this interaction. According to this principle, it is theoretically proved that the space critical state line exists, and is unique and independent of the stress history. Based on this principle, the constitutive models that are able completely and accurately to characterize the basic behavior features for geotechnical materials have been constructed within the framework of thermodynamics. What is determined is a general expression of the constitutive relation as well as the inequality of the dissipative potential increment for obeying the second law of thermodynamics. 展开更多
关键词 INTERACTION BETWEEN VOLUMETRIC and SHEAR strains constitutive model for rock and soil dependency of stress path pressure-sensitivity SHEAR DILATANCY
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Shear behavior of coarse aggregates for dam construction under varied stress paths 被引量:9
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作者 Liu Hanlong Deng An Shen Yang 《Water Science and Engineering》 EI CAS 2008年第1期63-77,共15页
Coarse aggregates are the major infrastructure materials of concrete-faced rock-fill dams and are consolidated to bear upper and lateral loads. With the increase of dam height, high confining pressure and complex stre... Coarse aggregates are the major infrastructure materials of concrete-faced rock-fill dams and are consolidated to bear upper and lateral loads. With the increase of dam height, high confining pressure and complex stress states complicate the shear behavfor of coarse aggregates, and thus impede the high dam's proper construction, operation and maintenance. An experimental program was conducted to study the shear behavior of dam coarse aggregates using a large-scale triaxial shear apparatus. Through triaxial shear tests, the strain-stress behaviors of aggregates were observed under constant confining pressures: 300 kPa, 600 kPa 900 kPa and 1200 kPa. Shear strengths and aggregate breakage characteristics associated with high pressure shear processes are discussed. Stress path tests were conducted to observe and analyze coarse aggregate response under complex stress states. In triaxial shear tests, it was found that peak deviator stresses increase along with confining pressures, whereas the peak principal stress ratios decrease as confining pressures increase With increasing confining pressures, the dilation decreases and the contraction eventually prevails. Initial strength parameters (Poisson's ratio and tangent modulus) show a nonlinear relationship with confining pressures when the pressures are relatively low. Shear strength parameters decrease with increasing confining pressures. The failure envelope lines are convex curves, with clear curvature under low confining pressures. Under moderate confining pressures, dilation is offset by particle breakage. Under high confining pressures, dilation disappears. 展开更多
关键词 coarse aggregate large-scale triaxial shear test high confining pressure stress path stress-strain behavior BREAKAGE
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Determination of strain criterion of Portevin-Le Chatelier effect for aluminum alloy sheets
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作者 万敏 韩金全 +4 位作者 金海霞 伍惠 董锦亮 李兵 顾伟 《中国有色金属学会会刊:英文版》 CSCD 2006年第A03期1499-1503,共5页
According to the deformation state in skin stretch forming, an experiment was investigated to determine the critical strain, which make the slip line occur, and the strain criteria under different strain paths are obt... According to the deformation state in skin stretch forming, an experiment was investigated to determine the critical strain, which make the slip line occur, and the strain criteria under different strain paths are obtained. The uniaxial tension tests of different specimens were carried out to determine the critical strains of different strain paths. Then, the slip line limited curve(SLC) is available from these critical strains. Two kinds of aluminum alloys, 2024-T3 and 2524-T3, were studied, and two SLCs are gained. The application of the SLC to an airplane skin stretch forming simulation was investigated, and the results show that the SLC can be used to control the slip lines occurring in practice. 展开更多
关键词 铝合金 应变分析 金属加工 有色金属
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