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Multi-exponential model to describe pressure-dependent P-and S-wave velocities and its use to estimate the crack aspect ratio 被引量:1
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作者 Mihály Dobróka Norbert Péter Szabó +1 位作者 Tünde Edit Dobróka Mátyás Krisztián Baracza 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2022年第2期385-395,共11页
We present new quantitative model describing the pressure dependence of acoustic P-and S-wave velocities.Assuming that a variety of individual mechanisms or defects(such as cracks,pore collapse and grain crushing)can ... We present new quantitative model describing the pressure dependence of acoustic P-and S-wave velocities.Assuming that a variety of individual mechanisms or defects(such as cracks,pore collapse and grain crushing)can contribute to the pressure-dependent change of the wave velocity,we order a characteristic pressure to all of them and allow a series of exponential terms in the description of the(Pand S-waves)velocity-pressure function.We estimate the parameters of the multi-exponential rock physical model in inversion procedures using laboratory measured P-and S-wave velocity data.As is known,the conventional damped least squares method gives acceptable results only when one or two individual mechanisms are assumed.Increasing the number of exponential terms leads to highly nonlinear ill-posed inverse problem.Due to this reason,we develop the spectral inversion method(SIM)in which the velocity amplitudes(the spectral lines in the characteristic pressure spectrum)are only considered as unknowns.The characteristic pressures(belonging to the velocity amplitudes)are excluded from the set of inversion unknowns,instead,they are defined in a set of fixed positions equidistantly distributed in the actual interval of the independent variable(pressure).Through this novel linear inversion method,we estimate the parameters of the multi-exponential rock physical model using laboratory measured P-and S-wave velocity data.The characteristic pressures are related to the closing pressures of cracks which are described by well-known rock mechanical relationships depending on the aspect ratio of elliptical cracks.This gives the possibility to estimate the aspect ratios in terms of the characteristic pressures. 展开更多
关键词 Multi-exponential rock physical model Spectral inversion method(SIM) crack aspect ratio Characteristic pressures
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Influence of Stress Ratio and Loading Condition on Near-threshold Fatigue Crack Growth Behaviour 被引量:1
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作者 B.Weiss R.Stickler 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1993年第1期47-52,共6页
Near-threshold fatigue crack propagation behaviour of a cold-worked copper tested with distinct fa- tigue testing systems under different stress ratios has been investigated.The emphasis was placed on the evaluation o... Near-threshold fatigue crack propagation behaviour of a cold-worked copper tested with distinct fa- tigue testing systems under different stress ratios has been investigated.The emphasis was placed on the evaluation of crack closure effect as well as the effective fatigue threshold,It was found that the fatigue threshold for R=0 is higher than those for R=-1 and R=0.4,for which almost the same threshold value was derived.Compared with the conventional closure evaluation method,the pro- posed new closure evaluation method can generally interpret the dependence of the fatigue thresh- old on stress ratio and loading condition,and leads to a higher and relatively constant effective fa- tigue threshold of about 3 MPa·m^(1/2) for the cold-worked copper at different stress ratios and loading conditions. 展开更多
关键词 near-threshold fatigue crack stress ratio
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EFFECTS OF STRESS RATIO AND FREQUENCY ON CORROSION FATIGUE CRACK GROWTH MECHANISM IN LOW ALLOY STEELS 被引量:4
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作者 HAN Enhou HAN KYumei ZHENG Yuli KE Wei Corrosion Science Laboratory,Institute of Corrosion and Protection of Metals,Academia Sinica,Shenyang,China postdoctoral,Institute of Corrosion and Protection of Metals,Academia Sinica,Shenyang 110015,China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1993年第6期373-378,共6页
Based on theoretical analysis about local strain,strain rate and dissolving rate at crack tip, the corrosion fatigue crack growth rate of steels ZG20SiMn and SM50B-Zc in fresh water and 3.5% NaCl solution were measure... Based on theoretical analysis about local strain,strain rate and dissolving rate at crack tip, the corrosion fatigue crack growth rate of steels ZG20SiMn and SM50B-Zc in fresh water and 3.5% NaCl solution were measured experimentally,and the PH and electrode potential within crack were also measured continuously along with crack propagating.It showed that the increase of crack growth rate,caused by both decreasing frequency and raising stress ratio,was mainly accelerated by hydrogen embrittlement. 展开更多
关键词 corrosion fatigue stress ratio crack growth electrode potential steel ZG20SiMn steel SM50B-Zc
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Correlation of crack growth rate and stress ratio for fatigue damage containing very high cycle fatigue regime 被引量:2
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作者 Chengqi Sun Youshi Hong 《Theoretical & Applied Mechanics Letters》 2012年第3期11-14,共4页
A model is proposed to correlate the crack growth rate and stress ratio containing very high cycle fatigue regime.The model is verified by the experimental data in literature.Then a formula is derived for the effect o... A model is proposed to correlate the crack growth rate and stress ratio containing very high cycle fatigue regime.The model is verified by the experimental data in literature.Then a formula is derived for the effect of mean stress on fatigue strength,and it is used to estimate the fatigue strength of a bearing steel in very high cycle fatigue regime at different stress ratios.The estimated results are also compared with those by Goodman formula. 展开更多
关键词 very high cycle fatigue crack growth rate stress ratio fatigue strength
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Modeling of Fatigue Crack Growth Closure Considering the Integrative Effect of Cyclic Stress Ratio,Specimen Thickness and Poisson's Ratio 被引量:1
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作者 LIU Jiantao DU Pingan LIU Xiaobao DU Qiang 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2012年第4期816-825,共10页
Key components of large structures in aeronautics industry are required to be made light and have long enough fatigue lives.It is of vital importance to estimate the fatigue life of these structures accurately.Since t... Key components of large structures in aeronautics industry are required to be made light and have long enough fatigue lives.It is of vital importance to estimate the fatigue life of these structures accurately.Since the FCG process is affected by various factors,no universal model exists due to the complexity of the mechanisms.Most of the existing models are obtained by fitting the experimental data and could hardly describe the integrative effect of most existing factors simultaneously.In order to account for the integrative effect of specimen parameters,material property and loading conditions on FCG process,a new model named integrative influence factor model(IIF) is proposed based on the plasticity-induced crack closure theory.Accordingly to the predictions of crack opening ratio(γ) and effective stress intensity factor range ratio(U) with different material under various loading conditions,predictions of γ and U by the IIF model are completely identical to the theoretical results from the plane stress state to the plane strain state when Poisson's ratio equals 1/3.When Poisson's ratio equals 0.3,predictions of γ and U by the IIF model are larger than the predictions by the existing model,and more close to the theoretical results.In addition,it describes the influence of R ratios on γ and U effectively in the whole region from-1.0 to 1.0.Moreover,several sets of test data of FCG rates in 5 kinds of aluminum alloys with various specimen thicknesses under different loading conditions are used to validate the IIF model,most of the test data are situated on the predicted curves or between the two curves that represent the specimen with different thicknesses under the same stress ratio.Some of the test data slightly departure from the predictions by the IIF model due to the surface roughness and errors in measurement.Besides,based on the analysis of the physical rule of crack opening ratios,a relative thickness of specimen is defined to describe the influence of material property,specimen thickness and so forth on FCG characteristics conveniently.In conclusion,the relative thickness of specimen simplifies the expression of FCG characteristic and provides a general parameter to analyze the fatigue characteristics of different materials with various thicknesses under different loading conditions.The IIF model describes the integrative effect of existing influence factors explicitly and quantitatively,and provides a helpful tool for fatigue property estimation of practical component and experiment design. 展开更多
关键词 fatigue crack growth crack opening stress cyclic stress ratio constraint factor Poisson's ratio stress intensity factor
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Effect of stress ratio on fatigue crack growth of Ti40 alloy
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作者 吴欢 赵永庆 曾卫东 《中国有色金属学会会刊:英文版》 CSCD 2007年第A01期209-212,共4页
The effect of stress ratio on fatigue crack growth(FCG) behavior of Ti40 alloy was analyzed. A unified approach,developed by VASUDEVAN and SADANANDA was used. The approach is based on the realization that fatigue requ... The effect of stress ratio on fatigue crack growth(FCG) behavior of Ti40 alloy was analyzed. A unified approach,developed by VASUDEVAN and SADANANDA was used. The approach is based on the realization that fatigue requires two load parameters for unambiguous description. They are two fracture mechanics parameters:the maximum stress intensity factor Kmax and the stress intensity amplitude △K. The results show that there are two mechanisms controlling the FCG behavior of Ti40 alloy. The curves of the two mechanisms in trajectory map are similar. They deviate to Kmax axial more strongly compared with other titanium alloy,which indicates that Ti40 alloy is more sensitive to environment. 展开更多
关键词 钛合金 压力 疲劳裂缝 应力实验
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FATIGUE DAMAGE CALCULATED BY RATIO-METHOD TO METALLIC MATERIALS WITH SMALL CRACK UNDER UNSYMMETRIC CYCLIC LOADING 被引量:3
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作者 YU Yangui LIU Xiang +1 位作者 ZHANG Changsheng TAN Yanhua 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2006年第2期312-315,共4页
Based on the standpoint to take for the crack size also to be a damage variable like the damage variable, by means of the two-directions coordinate system, several new calculation equations on the small crack gro... Based on the standpoint to take for the crack size also to be a damage variable like the damage variable, by means of the two-directions coordinate system, several new calculation equations on the small crack growth rate are suggested for describing the elastic-plastic behavior of some metallic materials. And the estimation formulas of life are also suggested relative to varied small crack size at each loading history, which is unsymmetric cyclic loading. In the calculation method, as a loaded stress-strain parameter to adopt the ratio with plastic strain range to elastic strain range, and as the material constants using the typical material parameters in damage calculation expression, a new concept of the compositive material constant, which has functional relation with the typical material constants, average stress, average strain, critical loading time is given out. In addition, the fatigue damage of a part of car is put up to calculate as an example, its calculation results are accordant with the Landgraf's equation, and calculation precision is more rigorous, so could avoid unnecessary fatigue tests and will be of practical significance on saving times, manpower and capitals, as well as the convenience for engineering applications. 展开更多
关键词 ratio-method Unsymmetric cycle Typical material constant Small crack Growth rate
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EFFECT OF THE POISSON RATIO ON THE PERFECTLY PLASTIC STRESS FIELD AT A STATIONARY PLANE-STRAIN CRACK TIP
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作者 林拜松 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1992年第3期289-295,共7页
Under the condition that all the perfectly plastic stress components at a crack tip are the functions of ? only, making use of equilibrium equations and Von-Mises yield condition containing Poisson ratio, in this pape... Under the condition that all the perfectly plastic stress components at a crack tip are the functions of ? only, making use of equilibrium equations and Von-Mises yield condition containing Poisson ratio, in this paper, we derive the generally analytical expressions of perfectly plastic stress field at a stationary plane-strain crack tip. Applying these generally analytical expressions to the concrete cracks, the analytical expressions of perfectly plastic stress fields at the stationary tips of Mode I, Mode II and Mixed-Mode I-II plane-strain cracks are obtained. These analytical expressions contain Poisson ratio. 展开更多
关键词 Poisson ratio PLANE-STRAIN stationary crack-tip perfectly-plastic stress fields generally analytical expression
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配筋率对钢箱-UHPC组合梁裂缝特征的影响
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作者 莫时旭 房洋洋 +1 位作者 郑艳 农双秀 《山东科技大学学报(自然科学版)》 CAS 北大核心 2024年第3期85-93,共9页
为研究钢箱-超高性能混凝土(UHPC)组合梁负弯矩区裂缝特征,设计制作了3根配筋率分别为1%、2%和3%的UHPC翼板部分充填砼窄幅钢箱组合梁,通过对不同配筋率的试验梁进行反向加载试验研究组合梁的裂缝发展特征,并对最大裂缝宽度、裂缝间距... 为研究钢箱-超高性能混凝土(UHPC)组合梁负弯矩区裂缝特征,设计制作了3根配筋率分别为1%、2%和3%的UHPC翼板部分充填砼窄幅钢箱组合梁,通过对不同配筋率的试验梁进行反向加载试验研究组合梁的裂缝发展特征,并对最大裂缝宽度、裂缝间距及开裂荷载进行对比分析。研究结果表明:试验梁在不同配筋率条件下,UHPC面层裂缝发展明显不同,配筋率越高最大裂缝宽度越小,裂缝越密集,开裂荷载越大;与配筋率为1%的试验梁相比,配筋率为2%和3%的试验梁的开裂弯矩分别提高了30.3%和65.2%;可根据《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTG 3362—2018)中的裂缝宽度计算公式乘以0.78的修正系数,来计算窄幅钢箱-UHPC组合梁负弯矩区的裂缝宽度。 展开更多
关键词 窄幅钢箱组合梁 配筋率 裂缝发展特征 负弯矩区
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宽孔距爆破模型试验及近场动力学计算研究
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作者 吴亮 张澳 +1 位作者 周俊汝 陈明 《爆破》 CSCD 北大核心 2024年第1期1-7,共7页
针对宽孔距爆破破岩技术中炮孔密集系数合理取值的问题,在总结国内外宽孔距爆破破岩机理的基础上,开展了炮孔密集系数为1.7、2.5、3.5、4.5的有机玻璃板室内爆破试验,并基于常规态型近场动力学原理,开发了爆破计算模块,对宽孔距爆破破... 针对宽孔距爆破破岩技术中炮孔密集系数合理取值的问题,在总结国内外宽孔距爆破破岩机理的基础上,开展了炮孔密集系数为1.7、2.5、3.5、4.5的有机玻璃板室内爆破试验,并基于常规态型近场动力学原理,开发了爆破计算模块,对宽孔距爆破破岩中裂纹扩展过程、介质位移响应规律进行了研究。结果表明:临空面一侧的径向裂纹受到临空面反射拉伸应力波的作用,表现出向临空面拐角分叉的特征,并逐渐向临空面扩展,最后形成主裂纹组成漏斗形状。在最小抵抗线固定不变条件下,随着炮孔密集系数的增加,应力降低区逐渐增大,同排炮孔间的径向贯通裂隙消失,过大的炮孔密集系数也进一步造成前后排孔间贯通裂纹消失,最后导致单孔爆破的情况发生。位移计算结果进一步证实了上述规律,并且当炮孔密集系数较小时,前排炮孔留下的岩埂刚好被后排炮孔爆破破碎,随着炮孔密集系数的增大,后排孔爆破对前排炮孔所留下的岩埂破碎作用效果逐渐降低。建议实际工程中根据岩体力学性质、地质条件以及爆破目的适当调整密集系数来降低炸药单耗与大块率。 展开更多
关键词 近场动力学 宽孔距爆破 裂纹扩展 密集系数
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激光增材制造体育器材用TC4钛合金疲劳裂纹扩展行为研究
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作者 刘硕 王启慧 王志鹏 《精密成形工程》 北大核心 2024年第1期59-65,共7页
目的揭示应力比对增材制造TC4钛合金疲劳裂纹扩展行为的影响规律。方法采用紧凑型拉伸试样,在恒载荷幅条件下对激光增材制造TC4钛合金进行了应力比为0.1、0.3和0.5的疲劳裂纹扩展实验,定量评价了不同应力比下合金的疲劳裂纹扩展速率和... 目的揭示应力比对增材制造TC4钛合金疲劳裂纹扩展行为的影响规律。方法采用紧凑型拉伸试样,在恒载荷幅条件下对激光增材制造TC4钛合金进行了应力比为0.1、0.3和0.5的疲劳裂纹扩展实验,定量评价了不同应力比下合金的疲劳裂纹扩展速率和变化规律。基于Paris公式对裂纹扩展速率进行了拟合,分析了应力比对各参数的影响规律。最后通过扫描电镜对断口表面形貌进行了观察,分析了应力比对断裂模型的影响。结果在相同的∆K条件下,疲劳裂纹扩展速率随着应力比的增大而增大。在Paris公式中,参数C随应力比的增大而减小,参数m随应力比的增大而增大,并且m和lgC呈现线性关系。随应力比的增大,断口表面的河流花样增多、疲劳辉纹变浅、二次裂纹数量增加。结论应力比引起的裂纹尖端闭合效应和平面应力比变化是导致裂纹扩展速率发生改变的主要原因。 展开更多
关键词 激光增材制造 TC4钛合金 疲劳裂纹扩展 应力比
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冻融雁行裂隙花岗岩单轴压缩宏细观疲劳特性试验研究
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作者 任建喜 杨淏冰 +2 位作者 谢易 张犇 焦金照 《工程地质学报》 CSCD 北大核心 2024年第3期840-850,共11页
对于季冻区的岩体工程,岩石经常受到冻融和周期荷载扰动引起的耦合疲劳损伤。为了研究冻融裂隙花岗岩的疲劳开裂扩展情况,量化裂纹的损伤程度和分类类型,对冻融40次后的双裂隙花岗岩进行了3种应力振幅下的周期荷载试验。采用实时声发射... 对于季冻区的岩体工程,岩石经常受到冻融和周期荷载扰动引起的耦合疲劳损伤。为了研究冻融裂隙花岗岩的疲劳开裂扩展情况,量化裂纹的损伤程度和分类类型,对冻融40次后的双裂隙花岗岩进行了3种应力振幅下的周期荷载试验。采用实时声发射和高速摄影监测技术来揭示裂纹演化,并进一步对不同的裂纹开裂类型进行分类,以帮助理解动态压裂规律,利用核磁共振测试分析裂隙花岗岩细观孔隙特征及其宏观力学特性的关系。结果表明:随着周期荷载振幅应力比的增加,双裂隙花岗岩在周期荷载“沉寂期”内的声发射计数增加;周期荷载阶段双裂隙花岗岩产生的剪切裂纹占比大于单调加载阶段,高振幅作用下岩石容易形成剪切破坏裂纹;双裂隙花岗岩声发射的最大幅值变小即大尺度破裂减少,周期荷载下岩样预制裂隙外尖端产生的向端面扩展裂纹的角度越大;双裂隙花岗岩的疲劳寿命减小,内部微裂隙扩展发育减缓,能够储存的含H流体也越少,最终表现为核磁共振T2谱面积变化率减小。 展开更多
关键词 冻融循环 双裂隙花岗岩 振幅应力比 疲劳损伤 裂纹开裂模式
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硬度匹配对轮轨滚动接触疲劳损伤行为的影响规律研究
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作者 贾劭飞 李英奇 +5 位作者 周韶博 刘佳朋 王泓豪 丁昊昊 刘启跃 王文健 《材料导报》 EI CAS CSCD 北大核心 2024年第S01期415-421,共7页
随着我国铁路的高速发展,轮轨在服役过程中的疲劳损伤问题愈加突出,因此,本工作利用MJP-30A滚动磨损与接触疲劳试验机研究轮轨滑差率、轮轨硬度比对滚动接触疲劳裂纹发展的影响。结果表明:滑差率较小时,疲劳裂纹较短,且裂纹沿着表面小... 随着我国铁路的高速发展,轮轨在服役过程中的疲劳损伤问题愈加突出,因此,本工作利用MJP-30A滚动磨损与接触疲劳试验机研究轮轨滑差率、轮轨硬度比对滚动接触疲劳裂纹发展的影响。结果表明:滑差率较小时,疲劳裂纹较短,且裂纹沿着表面小角度扩展;滑差率大时,切向力增大,表层裂纹会被磨掉。循环转数小时,裂纹均停留在试样表层,扩展不明显;循环转数过大时,枝裂纹扩展相互连接形成网状。对比不同硬度材料的裂纹扩展试验发现:不同硬度匹配对裂纹扩展有着较大影响,硬度高的材料表面塑性变形较小,裂纹扩展速度慢,裂纹长度、宽度以及深度都较小;硬度低的材料裂纹扩展速度快,裂纹长度、宽度以及深度都有所增加。裂纹在试样中不同深度处的扩展速度有着较大差异,在靠近试样表面的裂纹需要克服的扩展阻力较大,故大多裂纹都停留在塑性变形层区域;一旦裂纹突破至基体区域,裂纹的扩展速度就会急剧增加。 展开更多
关键词 疲劳裂纹 硬度匹配 滑差 塑性变形 微观组织
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铝合金双面焊对接接头内部缺陷扩展行为分析
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作者 刘韶庆 王皓宇 +3 位作者 钱宏亮 陈志皓 刘钇洲 王苹 《电焊机》 2024年第8期90-95,共6页
基于ABAQUS和FRANC3D联合仿真方法分析了铝合金双面焊对接接头中内部缺陷在疲劳荷载作用下的裂纹扩展行为。对比接头全模型中不同裂纹深度a下裂纹尖端应力强度因子K及疲劳寿命N,验证了对称模型的准确性,进而基于对称模型分析了不同形状... 基于ABAQUS和FRANC3D联合仿真方法分析了铝合金双面焊对接接头中内部缺陷在疲劳荷载作用下的裂纹扩展行为。对比接头全模型中不同裂纹深度a下裂纹尖端应力强度因子K及疲劳寿命N,验证了对称模型的准确性,进而基于对称模型分析了不同形状比(深度a/长度2c)下初始缺陷的疲劳扩展规律。结果表明:当椭圆形缺陷的深度a不变而长度2c逐渐增大时,初始应力强度也随之增加,试件的疲劳寿命显著降低,当长轴长度增加3倍时,疲劳寿命降低了50%;随着裂纹的扩展,a/c的比值逐渐趋近于1,即形状趋近于圆形。 展开更多
关键词 内部缺陷 仿真 形状比 裂纹扩展 疲劳寿命
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建筑工程中筏板基础大体积混凝土温度裂缝计算及施工技术 被引量:2
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作者 李帅 《科技创新与应用》 2024年第5期156-159,共4页
该文以某高层建筑为例,探究筏板基础大体积混凝土温度裂缝的计算方法及混凝土施工技术。分别计算各龄期混凝土的收缩变形值、弹性模量、温度应力等参数,然后求解抗裂安全系数。计算结果显示,大体积混凝土各龄期的抗裂安全系数均大于1.0... 该文以某高层建筑为例,探究筏板基础大体积混凝土温度裂缝的计算方法及混凝土施工技术。分别计算各龄期混凝土的收缩变形值、弹性模量、温度应力等参数,然后求解抗裂安全系数。计算结果显示,大体积混凝土各龄期的抗裂安全系数均大于1.0,满足抗裂要求。在大体积混凝土施工中,重点加强物料质量检验与配合比设计,以及混凝土浇筑、养护等环节的施工管理,把握施工技术要点,才能提高筏板基础的施工质量。在混凝土养护结束后进行温度测控,结果表明大体积混凝土内外温差较小,不存在温度裂缝的风险。 展开更多
关键词 筏板基础 大体积混凝土 温度裂缝 配合比 温度测控
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三点弯曲载荷下岩体偏置斜裂隙的应力强度因子
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作者 王超 伍永平 +3 位作者 赵自豪 曹健 段会强 杨盼盼 《金属矿山》 CAS 北大核心 2024年第2期114-122,共9页
地下巷道(硐室)顶板常因弯曲离层而破断,其破断位置与裂隙几何形态和位置密切关联。为揭示裂隙对岩层断裂的影响,建立了岩体偏置斜裂隙的三点弯曲模型,定义了裂隙的偏置系数和贯通率,分析了裂隙偏置系数、倾角和贯通率三者之间的关系,... 地下巷道(硐室)顶板常因弯曲离层而破断,其破断位置与裂隙几何形态和位置密切关联。为揭示裂隙对岩层断裂的影响,建立了岩体偏置斜裂隙的三点弯曲模型,定义了裂隙的偏置系数和贯通率,分析了裂隙偏置系数、倾角和贯通率三者之间的关系,基于力学平衡原理和σ-K关系导出了偏置斜裂隙与偏置竖裂隙应力强度因子K的关系式。同时分析了裂隙倾角、贯通率和偏置系数对应力强度因子的影响规律。该方法可为裂隙影响下巷道(硐室)顶板的张拉断裂提供判定依据。 展开更多
关键词 三点弯曲 应力强度因子 岩体 偏置斜裂隙 贯通率
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基于石膏板墙基层的砂浆收缩开裂性能研究
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作者 苑庆涛 梁少岗 +3 位作者 卢明刚 林志强 王健 李鹏浩 《工程质量》 2024年第2期101-103,共3页
通过对干混抹灰砂浆收缩性能的试验,研究基于轻质石膏板墙基层不同标号预拌抹灰砂浆在不同龄期的收缩值影响因素,结合现场试验区域得到的观感数据对比分析,结果表明:①水胶比对砂浆塑性状态有显著的影响,因此不同水胶比条件下的砂浆的... 通过对干混抹灰砂浆收缩性能的试验,研究基于轻质石膏板墙基层不同标号预拌抹灰砂浆在不同龄期的收缩值影响因素,结合现场试验区域得到的观感数据对比分析,结果表明:①水胶比对砂浆塑性状态有显著的影响,因此不同水胶比条件下的砂浆的塑性收缩及其开裂、空鼓等状况可能存在显著的差别,砂浆标号越高,砂浆早期塑性收缩越快,砂浆越容易引起开裂、空鼓的问题;②轻质石膏板墙基层材料性能与砂浆材料为不同材质,表面张力不同,并且M10砂浆的强度大于轻质空心石膏板墙强度,砂浆收缩过程中易扯裂轻质空心石膏板墙基体。本试验得到水胶比是影响砂浆收缩及其早期塑性开裂主要因素,在轻质石膏板墙基层找平时应采用石膏砂浆进行找平抹灰,可以取得较好效果。 展开更多
关键词 石膏板墙 抹灰砂浆 收缩 水胶比 开裂
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基于近场动力学的材料热力耦合损伤行为分析
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作者 邵滨 姜翠香 曾金宝 《计算力学学报》 CAS CSCD 北大核心 2024年第4期795-800,共6页
为对热载荷作用下材料的损伤破坏行为进行研究,本文提出了单键双参数近场动力学热力耦合模型,给出了该模型下键的断裂准则.该模型考虑了键的切向变形与温度变化之间的关系,解决了键型近场动力学热力耦合模型只能对定值泊松比材料进行求... 为对热载荷作用下材料的损伤破坏行为进行研究,本文提出了单键双参数近场动力学热力耦合模型,给出了该模型下键的断裂准则.该模型考虑了键的切向变形与温度变化之间的关系,解决了键型近场动力学热力耦合模型只能对定值泊松比材料进行求解的问题,可研究温度场作用下泊松比对材料损伤行为的影响.本文采用该模型对热冲击作用下陶瓷片的损伤行为进行了模拟分析,结果表明,通过该模型得到的裂纹萌生及裂纹扩展形态与实验结果吻合较好;进一步就泊松比对材料损伤破坏行为的影响进行研究,结果表明,随着泊松比增大,裂纹萌生时间提前,裂纹间距增大,而主裂纹长度会增加,泊松比的变化对热荷载作用下材料的破坏损伤行为有明显的影响. 展开更多
关键词 键型近场动力学 热力耦合 泊松比 陶瓷 裂纹
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配置抗冲切钢筋的RC板柱节点受冲切承载力计算 被引量:1
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作者 夏成亮 史庆轩 赵元浩 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第2期368-378,共11页
为计算配有常用抗冲切钢筋(箍筋和栓钉)的钢筋混凝土(RC)板柱节点的受冲切承载力,结合梁斜拉破坏机理和修正压力场理论(MCFT)提出一种配有抗冲切钢筋的RC板柱节点的受冲切承载计算方法.首先根据MCFT推导出配有抗冲切钢筋的RC板柱节点的... 为计算配有常用抗冲切钢筋(箍筋和栓钉)的钢筋混凝土(RC)板柱节点的受冲切承载力,结合梁斜拉破坏机理和修正压力场理论(MCFT)提出一种配有抗冲切钢筋的RC板柱节点的受冲切承载计算方法.首先根据MCFT推导出配有抗冲切钢筋的RC板柱节点的临界斜裂缝倾角计算式;然后,假定冲切破坏时临界截面周长范围内的抗冲切钢筋达到屈服强度,将临界斜裂缝倾角代入MCFT推导出板柱节点的受冲切承载力计算方法;最后,使用该方法和美国规范(ACI 318-19)方法计算62个配有抗冲切钢筋的RC板柱节点试验的冲切承载力,并分析了混凝土强度、板有效厚度、柱截面边长、抗弯钢筋配筋率及抗冲切钢筋配筋率对节点抗冲切承载力的影响.结果表明:由MCFT推导出的节点受冲切承载力计算值与试验值吻合较好,均值为0.96,变异系数为0.20;节点的冲切承载力与上述影响因素呈非线性正相关.该方法可用于配有抗冲切钢筋的RC板柱节点的受冲切承载力计算. 展开更多
关键词 板柱节点 冲切承载力 修正压力场理论 临界斜裂缝倾角 冲切配筋率
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混凝土配合比对桥梁抗裂性能的影响及其机理研究 被引量:1
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作者 李祖权 《中国高新科技》 2024年第6期29-31,共3页
混凝土是建筑工程中常用的材料之一,其抗裂性能对于结构的安全和耐久性具有重要影响。混凝土配合比是指混凝土中水、水泥、骨料、掺合料等各种组分的比例关系,合理的配合比设计可以提高混凝土的抗裂性能。文章探讨混凝土配合比对桥梁抗... 混凝土是建筑工程中常用的材料之一,其抗裂性能对于结构的安全和耐久性具有重要影响。混凝土配合比是指混凝土中水、水泥、骨料、掺合料等各种组分的比例关系,合理的配合比设计可以提高混凝土的抗裂性能。文章探讨混凝土配合比对桥梁抗裂性能的影响,并对其机理进行了综合研究和分析。 展开更多
关键词 混凝土 配合比 抗裂性能
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