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Collection of scientific works of the Ukrainian State University of Railway Transport最新文献

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PRETREATMENT IMPACT ON VERMICULITE BURN TEMPERATURE 预处理对蛭石燃烧温度的影响
Pub Date : 2019-03-05 DOI: 10.18664/1994-7852.183.2019.169875
A. Atynian, K. Bukhanova, L. Trykoz, S. Kamchatnaya, O. Pustovoitova
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引用次数: 0
FEATURES OF TRAINING MOVEMENT OF TRAINS ON RAILWAY LINES OF INTERREGIONAL COMMUNICATION 区域间交通铁路列车训练运动的特点
Pub Date : 2018-12-26 DOI: 10.18664/1994-7852.182.2018.160129
Galina Vladimirovna Ahramenko, T. Dubrovskaya
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引用次数: 0
DEFINITIVE PROPERTIES OF GROUND-POLYMER COMPOSITE: METHOD OF EXPERIMENTAL RESEARCH 地面聚合物复合材料的确定性能:实验研究方法
Pub Date : 2018-12-26 DOI: 10.18664/1994-7852.182.2018.159929
A. Plugin, S. Miroshnichenko, A. Zvierieva, Ivan Reznichenko
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引用次数: 0
ВИВЧЕННЯ ВПЛИВУ МІНЕРАЛЬНИХ НАПОВНЮВАЧІВ НА ВОГНЕЗАХИСНІ ХАРАКТЕРИСТИКИ ВОДНО-ДИСПЕРСІЙНИХ ЛАКОФАРБОВИХ ПОКРИТТІВ
Pub Date : 2018-12-26 DOI: 10.18664/1994-7852.182.2018.159768
Dmitriy Demidov
{"title":"ВИВЧЕННЯ ВПЛИВУ МІНЕРАЛЬНИХ НАПОВНЮВАЧІВ НА ВОГНЕЗАХИСНІ ХАРАКТЕРИСТИКИ ВОДНО-ДИСПЕРСІЙНИХ ЛАКОФАРБОВИХ ПОКРИТТІВ","authors":"Dmitriy Demidov","doi":"10.18664/1994-7852.182.2018.159768","DOIUrl":"https://doi.org/10.18664/1994-7852.182.2018.159768","url":null,"abstract":"","PeriodicalId":183715,"journal":{"name":"Collection of scientific works of the Ukrainian State University of Railway Transport","volume":"239 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-12-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132394828","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
PROBABILISTIC RELIABILITY ASSESSMENT OF GATEWAY HEADS BY THE CRITERIA OF STABILITY AGAINST DISPLACEMENT ON THE EXAMPLE OF HYDRO SCHEMES OF THE DNIEPER CASCADE 以第聂伯河梯级水利方案为例,基于位移稳定准则的闸头概率可靠性评估
Pub Date : 2018-12-26 DOI: 10.18664/1994-7852.182.2018.159543
A. Mozgovuy
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引用次数: 0
THE EFFICIENCY OF PLASTICIZING SURFACTANTS IN ALKALI-ACTIVATED CEMENT MORTARS AND CONCRETES 表面活性剂在碱活化水泥砂浆和混凝土中的增塑性效果
Pub Date : 2018-12-26 DOI: 10.18664/1994-7852.182.2018.159703
R. F. Runova, V. Gots, I. Rudenko, O. Petropavlovskyi, O. Konstantynovskyi, O. Lastivka
. Functionality of mortar and concrete mixes is regulated by surfactants, which act as plasticizers. The molecular structure of these admixtures can be changed during hydration of alkali-activated cements (AAC). The objective was to determine the chemical nature of plasticizers effective for property modification of mortars and concretes based on AACs with changing content of granulated blast furnace slag from 0 to 100 %. The admixtures without ester links become more effective than polyesters when content of alkaline component increase. The admixtures effective in high alkaline medium were used in dry mixes for anchoring (consistency of mortar 150 mm by Vicat cone; 1 d tensile strength in bending / compressive strength of mortar 6.6 /30.6 MPа) and in ready-mixed concretes (consistency class changed from S1 to S3, S4 with consistency safety during 60 min; 3 d compressive strength of modified concrete was not less than the reference one without admixtures).
.砂浆和混凝土混合物的功能是由表面活性剂调节的,表面活性剂起增塑剂的作用。在碱活化水泥(AAC)水化过程中,这些外加剂的分子结构会发生改变。目的是确定以AACs为基础,在高炉矿渣颗粒含量从0到100%变化的情况下,对砂浆和混凝土性能改性有效的增塑剂的化学性质。随着碱性组分含量的增加,无酯连接的外加剂比聚酯外加剂更有效。在高碱性介质中有效的外加剂(粘度为150mm的砂浆)的干混合锚固中使用了维卡锥;1 d抗拉强度(砂浆抗压强度6.6 /30.6 mpa)和预拌混凝土(60 min内一致性等级由S1变为S3、S4,一致性安全;改性混凝土的三维抗压强度不低于不掺外加剂的参考混凝土。
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引用次数: 28
ADAPTIVE BAYESIAN MODELS FOR EVALUATING THE INDICATORS OF THE RELIABILITY OF FREIGHT CARS ON THE STAGES OF THE LIFE CYCLE 货车全生命周期各阶段可靠性指标的自适应贝叶斯评价模型
Pub Date : 2018-12-26 DOI: 10.18664/1994-7852.182.2018.160515
Sergiy Miamlyn, V. Skalozub, L. Muradian
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引用次数: 0
СТІЙКІСТЬ БЕТОНІВ ПРИ ПЕРІОДИЧНИХ ЗОВНІШНІХ ВПЛИВАХ
Pub Date : 2018-11-27 DOI: 10.18664/1994-7852.181.2018.156456
О О Коробко, В М Вировой, Володимир Геннадійович Суханов, Юрій Орестович Закорчемний
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引用次数: 0
REFINEMENT OF DYNAMIC MODELS OF THE ROD SYSTEMS 杆系动力学模型的改进
Pub Date : 2018-11-27 DOI: 10.18664/1994-7852.181.2018.156497
Вікторія Євгенівна Волкова
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引用次数: 0
ANALYSIS OF THE INFLUENCE OF AN ABSOLUTE ACCELERATION ON THE SPEED OF MOVEMENT OF PASSENGER TRAINS 绝对加速度对客运列车运行速度的影响分析
Pub Date : 2018-11-27 DOI: 10.18664/1994-7852.181.2018.156307
Павло Володимирович Ковтун, Тетяна Олексіївна Дубровська
acceleration – a аа , m/s. For passenger trains a аа is assumed equal to 0.7 m/s 2 . This criterion is a characteristic of the smooth running and the condition of riding comfort. You can increase the speed in curves in several ways: for example, by increasing the elevation of the outer rail, by raising the rate of unprecedented acceleration, etc. The first option requires lengthening the transition curves and re-laying the track, which is expensive and not always possible. In particular, it is difficult to do on lines with intensive cargo transportation. The second solution to the problem has much more opportunities to be realized. The article considers one of the options for increasing the speed of passing curves by increasing the permissible limit of the unrestricted acceleration to 0.9 m/s 2 . Experimental studies have established that the long-term and repeated impact of an unprecedented centrifugal acceleration up to 0.9 m/s 2 inclusive, most people tolerate satisfactorily, while the speed of passenger trains can be increased by 10-20 km/h depending on from the radius of the curvilinear section of the path. Consequently, the rate of passage of existing curves will change upwards with a minimum investment. In this case, a change in the magnitude of the outstanding acceleration in a large direction should not be accompanied by the deterioration of the passengers. If this condition is met, there is an adjustment of the scientific and technical documentation existing on the Belarusian Railways.
加速度- a, m/s。对于客运列车,假设a = 0.7 m/s 2。这一标准体现了车辆行驶的平顺性和乘坐的舒适性。你可以通过几种方式来提高弯道的速度:例如,通过增加外轨的高度,通过提高前所未有的加速度等。第一种选择需要延长过渡曲线并重新铺设轨道,这是昂贵的,而且并不总是可行的。特别是在货物运输密集的航线上很难做到。问题的第二个解决方案有更多实现的机会。本文考虑了增加通过弯道速度的一种选择,即将不受限制加速度的允许极限提高到0.9 m/s 2。实验研究已经确定,长期和反复的影响,前所未有的离心加速度高达0.9米/秒2包括,大多数人的容忍令人满意,而旅客列车的速度可以提高10-20公里/小时取决于从曲线路段的半径。因此,现有曲线的通过率将以最小的投资向上变化。在这种情况下,在大方向上的突出加速度的大小的变化不应该伴随着乘客的恶化。如果满足这一条件,将对白俄罗斯铁路现有的科学和技术文件进行调整。
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引用次数: 0
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Collection of scientific works of the Ukrainian State University of Railway Transport
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