Study on Fatigue Life of Plow Bit under Different Planning Parameters

In order to study the fatigue life of plow bit under
 different planning parameters, the process of
 plow bit cutting coal seam is simulated based on
 a solid model. The variation of the stress in the
 joint between the blade and carbide head is obtained
 by s...

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Published in:Проблемы прочности
Date:2014
Main Authors: Zhang, Q., Xu, M.J., Hu, N.
Format: Article
Language:English
Published: Інститут проблем міцності ім. Г.С. Писаренко НАН України 2014
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Online Access:https://nasplib.isofts.kiev.ua/handle/123456789/112709
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Journal Title:Digital Library of Periodicals of National Academy of Sciences of Ukraine
Cite this:Study on Fatigue Life of Plow Bit under Different Planning Parameters / Q. Zhang, M.J. Xu, N. Hu // Проблемы прочности. — 2014. — № 2. — С. 132-140. — Бібліогр.: 11 назв. — англ.

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Digital Library of Periodicals of National Academy of Sciences of Ukraine
_version_ 1860185337846824960
author Zhang, Q.
Xu, M.J.
Hu, N.
author_facet Zhang, Q.
Xu, M.J.
Hu, N.
citation_txt Study on Fatigue Life of Plow Bit under Different Planning Parameters / Q. Zhang, M.J. Xu, N. Hu // Проблемы прочности. — 2014. — № 2. — С. 132-140. — Бібліогр.: 11 назв. — англ.
collection DSpace DC
container_title Проблемы прочности
description In order to study the fatigue life of plow bit under
 different planning parameters, the process of
 plow bit cutting coal seam is simulated based on
 a solid model. The variation of the stress in the
 joint between the blade and carbide head is obtained
 by simulating the planning process with
 different planning parameters of the weak joint
 (cutting angle, plow thickness and plow spacing).
 The fatigue life of the plow bit is predicted
 using the improved rain-flow method and the
 Miner linear accumulated fatigue damage model.
 According to the experiment on plow bit life,
 the stress amplitude and accumulated damage in
 one stroke are the least at the cutting angle of
 80C, with the number of working strokes and
 working hours of a damaged plow bit reaching
 the maximum. The thicker the plow bit is, the
 larger is the resistance and higher is the damage.
 In addition, a smaller plow spacing implies a
 better planning ability and a smaller damage.
 The experimental data are consistent with the results
 of the theoretical analysis. С целью исследования усталостной долговечности бурового долота с различными параметрами технологического проектирования проведено моделирование процесса подрезки угольного пласта с помощью долота на основе твердотельной модели. Изменение напряжения в
 соединении между лопаткой и твердосплавной головкой получили путем моделирования
 процесса проектирования при различных параметрах разработки слабого соединения (угол
 подрезки, толщина и шаг долота). Усталостную долговечность долота прогнозировали с
 помощью усовершенствованного метода дождевого потока и правила Майнера. Согласно
 данным испытаний на усталость значения амплитуды напряжений и накопления повреждений за один ход являются наименьшими при угле подрезки 80, при этом количество рабочих
 ходов и часов поврежденного долота достигает максимума. Чем толще долото, тем больше
 его сопротивление и тем значительнее повреждение. Кроме того, чем меньше шаг долота,
 тем проще его спроектировать и тем меньше повреждение. Результаты испытаний соответствуют данным теоретического анализа. Із метою дослідження довговічності від утомленості бурового долота з різними
 параметрами технологічного проектування проведено моделювання процесу підрізки
 вугільного пласта за допомогою долота на основі твердотільної моделі. Зміну напруження в з’єднанні між лопаткою і твердосплавною головкою отримали шляхом
 моделювання процесу проектування за різних параметрів розробки слабкого з’єднання (кут підрізки, товщина і крок долота). Довговічність від утомленості долота
 спрогнозували за допомогою удосконаленого методу дощового потоку і правила
 Майнера. Згідно з даними випробувань на утому значення амплітуди напружень і
 накопичення пошкоджень за один хід є найменшими при куті підрізки 80, при цьому
 кількість робочих ходів і годин пошкодженого долота сягає максимуму. Чим товще
 долото, тим більший його опір і тим значніше пошкодження. Окрім того, чим
 менший крок долота, тим простіше його спроектувати і тим менше пошкодження.
 Результати випробувань збігаються з даними теоретичного аналізу.
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fulltext UDC 539.4 Study on Fatigue Life of Plow Bit under Different Planning Parameters Q. Zhang, a,b,c M. J. Xu, a and N. Hu a a College of Mechanical Engineering, Liaoning Technical University, Fuxin, China b State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, China c China National Coal Mining Equipment Co., Ltd, Beijing, China ÓÄÊ 539.4 Èññëåäîâàíèå óñòàëîñòíîé äîëãîâå÷íîñòè áóðîâîãî äîëîòà ñ ðàçëè÷íûìè ïàðàìåòðàìè ïðîåêòèðîâàíèÿ Ê. Æàíã à,á,â , Ì. Æ. Êñó à , Í. Õó à à Ôàêóëüòåò ìàøèíîñòðîåíèÿ, Ëÿîíèíñêèé òåõíè÷åñêèé óíèâåðñèòåò, Ôóêñèí, Êèòàé á Ãîñóäàðñòâåííàÿ ëàáîðàòîðèÿ ñòðóêòóðíîãî àíàëèçà äëÿ ïðîìûøëåííîãî îáîðóäîâàíèÿ, Äàëÿíñêèé òåõíîëîãè÷åñêèé óíèâåðñèòåò, Äàëÿí, Êèòàé â Êèòàéñêàÿ íàöèîíàëüíàÿ êîìïàíèÿ Êîàë Ìàéíèíã Ýêâèïìåíò Ëòä., Ïåêèí, Êèòàé Ñ öåëüþ èññëåäîâàíèÿ óñòàëîñòíîé äîëãîâå÷íîñòè áóðîâîãî äîëîòà ñ ðàçëè÷íûìè ïàðàìåò- ðàìè òåõíîëîãè÷åñêîãî ïðîåêòèðîâàíèÿ ïðîâåäåíî ìîäåëèðîâàíèå ïðîöåññà ïîäðåçêè óãîëü- íîãî ïëàñòà ñ ïîìîùüþ äîëîòà íà îñíîâå òâåðäîòåëüíîé ìîäåëè. Èçìåíåíèå íàïðÿæåíèÿ â ñîåäèíåíèè ìåæäó ëîïàòêîé è òâåðäîñïëàâíîé ãîëîâêîé ïîëó÷èëè ïóòåì ìîäåëèðîâàíèÿ ïðîöåññà ïðîåêòèðîâàíèÿ ïðè ðàçëè÷íûõ ïàðàìåòðàõ ðàçðàáîòêè ñëàáîãî ñîåäèíåíèÿ (óãîë ïîäðåçêè, òîëùèíà è øàã äîëîòà). Óñòàëîñòíóþ äîëãîâå÷íîñòü äîëîòà ïðîãíîçèðîâàëè ñ ïîìîùüþ óñîâåðøåíñòâîâàííîãî ìåòîäà äîæäåâîãî ïîòîêà è ïðàâèëà Ìàéíåðà. Ñîãëàñíî äàííûì èñïûòàíèé íà óñòàëîñòü çíà÷åíèÿ àìïëèòóäû íàïðÿæåíèé è íàêîïëåíèÿ ïîâðåæ- äåíèé çà îäèí õîä ÿâëÿþòñÿ íàèìåíüøèìè ïðè óãëå ïîäðåçêè 80�, ïðè ýòîì êîëè÷åñòâî ðàáî÷èõ õîäîâ è ÷àñîâ ïîâðåæäåííîãî äîëîòà äîñòèãàåò ìàêñèìóìà. ×åì òîëùå äîëîòî, òåì áîëüøå åãî ñîïðîòèâëåíèå è òåì çíà÷èòåëüíåå ïîâðåæäåíèå. Êðîìå òîãî, ÷åì ìåíüøå øàã äîëîòà, òåì ïðîùå åãî ñïðîåêòèðîâàòü è òåì ìåíüøå ïîâðåæäåíèå. Ðåçóëüòàòû èñïûòàíèé ñîîò- âåòñòâóþò äàííûì òåîðåòè÷åñêîãî àíàëèçà. Êëþ÷åâûå ñëîâà: äîëîòî, óñòàëîñòíàÿ äîëãîâå÷íîñòü, óñîâåðøåíñòâîâàííûé ìåòîä äîæäåâîãî ïîòîêà, øàã äîëîòà, òîëùèíà äîëîòà, óãîë ïîäðåçêè. Introduction. Coal planer cuts the coal rock by continuous cyclical impact of chain haulage. Figure 1 shows the plow chart, whose cutting coal tool is the plow bit, However, the plow is easily damaged in the form of the weld fracture and carbide head shedding, etc, which directly affects the work reliability and coal production efficiency [1–9]. To figure out the flow damaged causes of the sliding coal planner, effective measures have been taken to reduce energy consumption and loss of plow by studying the loading behavior of the working plow. Figure 2 depicts the plow bit physical map. Due to the environmental conditions, coal properties and the interaction between coal and plow, computer numerical simulation is combined with lab experiments to investigate the strength and fatigue life of plow bit under different planning parameters, which is of significance for improving the work reliability of the plow. © Q. ZHANG, M. J. XU, N. HU, 2014 132 ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 In order to explore the stress condition of the working plow, its strength and fatigue life, a solid model for the plow bit is constructed using the material model of a flexible body (MAT-PLASTIC-KINEMATIC). In addition, a constitutive model for the coal is established based on the non-grid smoothed particle hydrodynamics (SPH). By selecting the joint between the blade and carbide head as the weak location, the process of plow bit cutting a coal seam is simulated by the Hyper Mesh and LS-DYNA, whose results are analyzed in a combination with the test results. This paper provides a new method to study the working conditions of a coal seam-cutting plow pit, as well as the strength and fatigue life of a plow bit. 1. Establishment of the Plow Cutting Coal Seam. 1.1. Plow Bit Model. As the plow bit is complex in structure and subject to three-way random loading in actual work, Pro/E software is used for modeling, and SD Solid 164 unit type and flexible body material model is applied for the finite element simulation. Figure 3 shows the plow meshing with 57,913 units and 11,696 nodes, while Fig. 4 illustrates the finite element model of plow bit and coal seam. Blade materials and their mechanical properties are tabulated in Table 1. 1.2. Constitutive Model of Coal Seam. The accuracy of the finite element analysis strongly depends on the material and the material parameters used in the model. Modeling by SPH method can simply and accurately achieve complex constitutive behavior, such as simulating structural disintegration, fragmentation and cratering, as well as the spall and brittle fracture of solids, etc. In this method, the kernel estimation of any macroparameter Study on Fatigue Life of Plow Bit ... ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 133 Fig. 1. Plow chart. Fig. 2. Plow bit physical map. Fig. 3. Model of plow bit. Fig. 4. Finite element model of plow bit and coal seam. (e.g., density, pressure, temperature) in one spatial point (r), can be obtained by the integral of f r( ) in � domain f x f r W r r h dr( ) ( ) ( ; ) ,� � � � �� � (1) where W r r h( ; )� � is a kernel function and h is the smoothing length. Generally, f x( ) is called a kernel estimate of f r( ). Let f j be the value of particle j in f r( ), Eq. (1) can be written in the form of particle summation f x m f h W r r h j j jj N ij i j ( ) | | ,� �� � � � � � 1 (2) where N is the total number of particles in computational domain, m j , f j , and � j are the quality, the parameter to be calculated, and the density of particle j in the spatial point (r), respectively. Similarly, the kernel estimation of the first derivative of f r( ) in particle i can be denoted by � � � f x m f h W x x r r i i x j j jj N ij i x j x i j � � � � � � 1 | | ( , , ).s x y z� (3) The most common smooth kernel used in SPH is the cubic b-spline, defined as Wij � � � � � � � � ( . . ) ( ), . ( ) ( ), ( 1 1 5 0 75 0 1 0 25 2 1 2 0 2 3 3 � � � � � � � �� � � � � � 2), (4) where �� �| | ,r r hi j and � is selected as �� 1 5. ,h � �� 0 7 2. ,h and � �� h3 corresponding to the one-, two-, and three-dimensional problems, respectively. Due to the brittle fracture of a coal-cutting plow bit, model 13# with brittle cracking material is chosen in LS-DYNA as the elastic-plastic material fracture model (MAT- ISOTROPIC-ELASTIC-FAILURE), where the shear modulus of 1190 MPa, the bulk modulus of 2580 MPa, the plastic reinforcement modulus of 100 MPa, Poisson’s ratio of 0.3, and plastic fracture strain of 0.06. 2. Fatigue Life Prediction of Plow Bit for Different Planning Parameters. 2.1. Impact of Cutting Angle on Fatigue Life. Let the planning speed v� 25. m/s, planning depth h� 20 mm, and plow thickness b� 30 mm. The cutting angle is obtained by simulating the model using LS-DYNA. The changing curves of the shear stress with the Q. Zhang, M. J. Xu, and N. Hu 134 ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 T a b l e 1 Mechanical Characteristics of Investigated Materials Blade material Elastic modulus E, MPa Poisson’s ratio � Yield strength �s , MPa Density �, g/cm3 40Cr 210 105. � 0.25 980 8.3 YG8 5 40 105. � 0.30 1890 14.5 HL105 3 78 105. � 0.28 330 1.3 cutting angle of 70, 80, and 90� are extracted for statistical treatment. Let stress of i be x, then mean value x , mean square deviation S , and variation coefficient t in the whole planning process can be calculated as x n xi i n � � � 1 1 , (5) S n x xi i n � � � � � � � 1 2 1 1 2 ( ) , / (6) t S x � . (7) The statistical result of the stress at the joint between the blade and carbide head, which was calculated via the MATLAB program is shown in Table 2 the fatigue life of the plow bit is predicted using the improved rain-flow method and Miner linear accumulated fatigue damage model. The statistical result is expressed by stress amplitude and vector quantity, isofar as the rain-flow counting method involves two parameters. However, the MATLAB program is used to improve the rain-flow program, thus avoiding the leaking points caused by improper docking. The stress amplitudes of a stroke are shown in Fig. 5 with working face length being 100 m at the cutting angle of 70, 80, and 90�, respectively. The power function of S N� curve is used to predict the fatigue life for different cutting angles, defined as NS Cm � , where N is the cycle index of fatigue failure at stress ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 135 Study on Fatigue Life of Plow Bit ... T a b l e 2 Statistical Result of the Stress at the Joint between the Blade and Carbide Head Parameter Cutting angle �, deg 70 80 90 � max , MPa 59.1656 49.0864 59.973 � min , MPa 1.7760 1.4730 1.793 �mean , MPa 51.4163 40.0650 56.434 Mean-square deviation S 31.924 20.912 35.841 Variation coefficient t 0.627 0.612 0.782 a b c Fig. 5. Stress amplitude circulation chart of plow bit for different cutting angles �: (a) � � �70 ; (b) � � �80 ; (c) � � �90 . level S , where m and C are the material constants which, according to studies [12, 13], are set as m� 7.31 and C � �1 422917 1019. , respectively. Based on the Miner linear accumulated fatigue damage, the accumulated damage D and the fatigue life of the plow bit can be calculated under the random loading, with damage occurring at D� 1, D n N i ii r � � � � 1 1, (8) where ni is the cycle number at a certain stress level and N i is fatigue life at the stress. Let the working time of coal planner be 18 h per day, total work time of a damaged plow bit is shown in Table 3. 136 ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 Q. Zhang, M. J. Xu, and N. Hu T a b l e 3 Cumulative Damage and Fatigue Life of Plow Bit Parameter Cutting angle �, deg 70 80 90 Cumulative damage of a stroke 2 84551 10 5. � � 2 422917 10 5. � � 3 73459 10 5. � � Number of working strokes with a damaged plow bit 3 5591 104. � 3 9687 104. � 2 7645 104. � Number of working hours of plow with a damaged plow bit 47.6 52.8 34.5 T a b l e 4 Statistical Results on Stress at the Joint between the Blade and Carbide Head Parameter Plane width bp , mm 25 30 40 � max , MPa 38.8978 49.0864 58.8924 � min , MPa 0.7780 1.4730 3.8890 �mean , MPa 31.2416 40.0650 46.2350 Mean-square deviation S 19.568 20.912 35.841 Variation coefficient t 0.5270 0.6120 0.7172 T a b l e 5 Cumulative Damage and Fatigue Life of Plow Bit Parameter Plane width bp , mm 25 30 40 Cumulative damage of a stroke 19153 10 5. � � 2 422917 10 5. � � 3 4531 10 5. � � Number of working strokes with a damaged plow bit 4 0125 104. � 3 9687 104. � 2 8102 104. � Number of working hours of plow with a damaged plow bit 53.40 52.80 35.12 2.2. Impact of Plane Width on Fatigue Life. Let the planning speed be v� 2.5 m/s, planning depth h� 20 mm, and cutting angle �� �80 . Plane width bp is obtained as 25, 30, and 40 mm by simulating the model using LS-DYNA. After statistical processing of the stress curve according to the method described in Section 2.1, the result is obtained via the MATLAB program, as is shown in Table 4. Using the improved rain-flow method and the ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 137 Study on Fatigue Life of Plow Bit ... T a b l e 6 Statistical Results on Stress at the Joint between the Blade and Carbide Head Parameter Plane distance S p , mm 30 40 50 � max , MPa 45.1253 49.0864 62.583 � min , MPa 1.358 1.473 3.478 �mean , MPa 38.469 40.065 45.987 Mean-square deviation S 15.987 20.912 23.120 Variation coefficient t 0.589 0.612 0.788 T a b l e 7 Cumulative Damage and Fatigue Life of Plow Bit Parameter Plane distance S p , mm 30 40 50 Cumulative damage of a stroke 2 0455 10 5. � � 2 422917 10 5. � � 4 2369 10 5. � � Number of working strokes with a damaged plow bit 4 2519 104. � 3 9687 104. � 2 3645 104. � Number of working hours of plow before damage 54.60 52.80 30.21 a b c Fig. 6. Stress amplitude circulation chart of plow bit for different plane width values bp: (a) bp � � 25 mm; (b) bp � 30 mm; (c) bp � 40 mm. a b c Fig. 7. Stress amplitude circulation chart of plow bit for different values of the plane distance S p: (a) S p � 30 mm; (b) S p � 40 mm; (c) S p � 50 mm. Miner linear accumulated fatigue damage model, the stress amplitude of the blow per one stroke is shown in Fig. 6 and tabulated in Table 5 for the working face length of 100 m, after obtaining the three plane width values by the processing of the LS-DYNA-simulated stress curve. 2.3. Impact of Plane Distance on the Fatigue Life. Let the planning speed v� 2.5 m/s, planning depth h� 20 mm, cutting angle �� �80 , and plow thickness bp � 30 mm. By the LS-DYNA model simulation, the plane distances S p equal to 30, 40, and 50 mm, respectively, were obtained. Using the statistical method described in Section 2.1 and the MATLAB program, the statistical results on the stress values at the joint between the blade and carbide head were obtained, which are tabulated in Table 6 and depicted in Fig. 7. Using the improved rain-flow method and the Miner linear accumulated fatigue damage model, the stress amplitude of the blow per one stroke was obtaine with the working face length of 100 m, after obtaining the three plane distance values by the processing of the LS-DYNA stress curve, as is shown in Fig. 7. Assuming the working time of coal planner to be 18 h per day, the total work time of the plow with a damaged plow bit is given in Table 7. 3. Experimental Study for Different Planning Parameters. Due to the limit conditions, the experiment adopts the plot thickness as 25 mm, with the physical property parameters given in Table 8. The orthogonal experiment can be used to simulate the impact of error factors and analyze the data obtained by fewer experiments, thus achieving a satisfactory result. 4. Orthogonal Factors’ Table. The orthogonal experiment is used through L9 (34) without considering the interaction, as shown in Table 9, where A is the cutting angle, B is the plow thickness, and Ñ is the plow spacing. Figure 8 presents the overview of coal or rock specimens used, and Fig. 9 illustrates the test analysis system. The number of working strokes and the total working time are obtained from the experiment, as is shown in Fig. 10. 138 ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 Q. Zhang, M. J. Xu, and N. Hu T a b l e 8 Parameters of Physical Properties of Specimens Speci- men type Compres- sive strength (MPa) Tensile strength (MPa) Shear strength (MPa) Cohesio n (MPa) Friction angle (deg) Friction coefficie nt Static elastic modulus (MPa) Pois- son’s ratio Bulk density (kg/m3) f0.4 40 4.015 16.54 12.1 65.1 2.6 1023 104. � 0.225 2004 f0.8 80 4.121 18.31 15.9 70.2 2.8 5 826 104. � 0.275 2112 f1.2 120 6.213 19.72 16.3 72.5 3.2 7 541 104. � 0.312 2480 T a b l e 9 Design of Orthogonal Experiment Array Experimental Design Test number A B C D E F G H I a 1 2 3 1 2 3 1 2 3 b 1 1 1 2 2 2 3 3 3 c 1 2 3 2 3 1 3 1 2 There are two groups in the orthogonal experiment (planning cutting angle �� �80 , plow thickness bp � 25 mm, and plow spacing S p � 40 mm), while the results obtained are lower than the theoretical values, due to the impact of dynamic loading on the plow abrasion. The theoretical results generally agree with the test data. C o n c l u s i o n s 1. A three-dimensional solid model of the plow pit and the finite element model of the coal are constructed, which provide some guidelines for simulating the coal-cutting plow bit and predicting the plow bit fatigue life. 2. According to the simulation results, the shear stress strongly depends on the cutting angle. The stress amplitude and accumulated damage per one stroke attain the minimal values at the cutting angle of 80�, whereas the number of working strokes and working hours reach the maximum values. The thicker is the plow bit, higher are the coal resistance and the plow bit damage. In addition, a smaller plow spacing results in higher planning ability and smaller damage. 3. The orthogonal experiment results show that the measured number of working stokes and working time of plow basically agree with the respective results of the theoretical analysis. Ð å ç þ ì å ²ç ìåòîþ äîñë³äæåííÿ äîâãîâ³÷íîñò³ â³ä óòîìëåíîñò³ áóðîâîãî äîëîòà ç ð³çíèìè ïàðàìåòðàìè òåõíîëîã³÷íîãî ïðîåêòóâàííÿ ïðîâåäåíî ìîäåëþâàííÿ ïðîöåñó ï³äð³çêè ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 139 Study on Fatigue Life of Plow Bit ... Fig. 8. A coal or rock specimen. Fig. 9. Test analysis system. a b Fig. 10. Cumulative damage (a) and fatigue life (b) of the plow bit test. âóã³ëüíîãî ïëàñòà çà äîïîìîãîþ äîëîòà íà îñíîâ³ òâåðäîò³ëüíî¿ ìîäåë³. Çì³íó íàïðó- æåííÿ â ç’ºäíàíí³ ì³æ ëîïàòêîþ ³ òâåðäîñïëàâíîþ ãîëîâêîþ îòðèìàëè øëÿõîì ìîäåëþâàííÿ ïðîöåñó ïðîåêòóâàííÿ çà ð³çíèõ ïàðàìåòð³â ðîçðîáêè ñëàáêîãî ç’ºäíàí- íÿ (êóò ï³äð³çêè, òîâùèíà ³ êðîê äîëîòà). Äîâãîâ³÷í³ñòü â³ä óòîìëåíîñò³ äîëîòà ñïðîãíîçóâàëè çà äîïîìîãîþ óäîñêîíàëåíîãî ìåòîäó äîùîâîãî ïîòîêó ³ ïðàâèëà Ìàéíåðà. Çã³äíî ç äàíèìè âèïðîáóâàíü íà óòîìó çíà÷åííÿ àìïë³òóäè íàïðóæåíü ³ íàêîïè÷åííÿ ïîøêîäæåíü çà îäèí õ³ä º íàéìåíøèìè ïðè êóò³ ï³äð³çêè 80�, ïðè öüîìó ê³ëüê³ñòü ðîáî÷èõ õîä³â ³ ãîäèí ïîøêîäæåíîãî äîëîòà ñÿãຠìàêñèìóìó. ×èì òîâùå äîëîòî, òèì á³ëüøèé éîãî îï³ð ³ òèì çíà÷í³øå ïîøêîäæåííÿ. Îêð³ì òîãî, ÷èì ìåíøèé êðîê äîëîòà, òèì ïðîñò³øå éîãî ñïðîåêòóâàòè ³ òèì ìåíøå ïîøêîäæåííÿ. Ðåçóëüòàòè âèïðîáóâàíü çá³ãàþòüñÿ ç äàíèìè òåîðåòè÷íîãî àíàë³çó. 1. X. M. Kang, G. X. Li, and Y. H. Zhi, “To minimize energy consumption as the goal to optimize planning depth,” Coal Mining Machin., 9, 42–44 (2004). 2. X. M. Kang, G. X. Li, and Y. H. Zhi, “To set off the conveyor cargo area even as the objective to optimize planning depth,” Mining Machin., 33, No. 2, 14–16 (2005). 3. X. H. Li, X. Liu, and L. Li, “Dynamic simulation of sliding coal plow under different working conditions,” J. China Coal Soc., 35, No. 7, 1202–1207 (2010). 4. Z. R. Wang, X. Y. Xiong, H. Zhang, et al., “Study on conical pick cutting using LS-DYN,” J. Vibr. Measur. Diagn., 30, No. 2, 163–210 (2010). 5. Q. Zhang, Y. F. Fu, Q. S. Song, et al., “Parameter optimization of lowest energy consumption for plow based on artificial fish school algorithm,” J. Guangxi Univ. (Natural Science Edition), 37, No. 2, 241–247 (2012). 6. X. H. Li, “Study of cutting performance for a flat pick,” J. Liaoning Technol. Univ. (Natural Science), 19, No. 5, 526–529 (2000). 7. J. Walker and H. S. Yu, “Adaptive finite element analysis of cone penetration in clay,” Acta Geotech., 1, No. 1, 43–57 (2006). 8. X. H. Li, Z. L. Huang, and Y. He, “Simulation research on cutting ability of MK 97-002 type plow bit,” J. Fuzhou Univ. (Natural Science Edition), 40, No. 2, 222–226 (2012). 9. Y. M. Zhang, X. Z. Huang, and X. D. He, “Reliability-based robust design for kinematic accuracy of the planar linkage mechanism with arbitrary distribution parameters,” Trans. Chinese Soc. Agricult. Machin., 39, No. 7, 139–143 (2008). 10. X. M. Kang, G. X. Li, and Y. H. Zhi, “Set off the conveyor cargo area even as the objective to optimize planning depth,” Mining Machin., 33, No. 2, 14–16 (2005). 11. X. M. Kang and G. X. Li, “Single degree of freedom dynamic model of coal plough and its simulation,” J. Vibr. Shock, 28, No. 2, 191–195 (2009). Received 22. 11. 2013 140 ISSN 0556-171X. Ïðîáëåìû ïðî÷íîñòè, 2014, ¹ 2 Q. Zhang, M. J. Xu, and N. Hu
id nasplib_isofts_kiev_ua-123456789-112709
institution Digital Library of Periodicals of National Academy of Sciences of Ukraine
issn 0556-171X
language English
last_indexed 2025-12-07T18:04:24Z
publishDate 2014
publisher Інститут проблем міцності ім. Г.С. Писаренко НАН України
record_format dspace
spelling Zhang, Q.
Xu, M.J.
Hu, N.
2017-01-26T18:45:10Z
2017-01-26T18:45:10Z
2014
Study on Fatigue Life of Plow Bit under Different Planning Parameters / Q. Zhang, M.J. Xu, N. Hu // Проблемы прочности. — 2014. — № 2. — С. 132-140. — Бібліогр.: 11 назв. — англ.
0556-171X
https://nasplib.isofts.kiev.ua/handle/123456789/112709
539.4
In order to study the fatigue life of plow bit under
 different planning parameters, the process of
 plow bit cutting coal seam is simulated based on
 a solid model. The variation of the stress in the
 joint between the blade and carbide head is obtained
 by simulating the planning process with
 different planning parameters of the weak joint
 (cutting angle, plow thickness and plow spacing).
 The fatigue life of the plow bit is predicted
 using the improved rain-flow method and the
 Miner linear accumulated fatigue damage model.
 According to the experiment on plow bit life,
 the stress amplitude and accumulated damage in
 one stroke are the least at the cutting angle of
 80C, with the number of working strokes and
 working hours of a damaged plow bit reaching
 the maximum. The thicker the plow bit is, the
 larger is the resistance and higher is the damage.
 In addition, a smaller plow spacing implies a
 better planning ability and a smaller damage.
 The experimental data are consistent with the results
 of the theoretical analysis.
С целью исследования усталостной долговечности бурового долота с различными параметрами технологического проектирования проведено моделирование процесса подрезки угольного пласта с помощью долота на основе твердотельной модели. Изменение напряжения в
 соединении между лопаткой и твердосплавной головкой получили путем моделирования
 процесса проектирования при различных параметрах разработки слабого соединения (угол
 подрезки, толщина и шаг долота). Усталостную долговечность долота прогнозировали с
 помощью усовершенствованного метода дождевого потока и правила Майнера. Согласно
 данным испытаний на усталость значения амплитуды напряжений и накопления повреждений за один ход являются наименьшими при угле подрезки 80, при этом количество рабочих
 ходов и часов поврежденного долота достигает максимума. Чем толще долото, тем больше
 его сопротивление и тем значительнее повреждение. Кроме того, чем меньше шаг долота,
 тем проще его спроектировать и тем меньше повреждение. Результаты испытаний соответствуют данным теоретического анализа.
Із метою дослідження довговічності від утомленості бурового долота з різними
 параметрами технологічного проектування проведено моделювання процесу підрізки
 вугільного пласта за допомогою долота на основі твердотільної моделі. Зміну напруження в з’єднанні між лопаткою і твердосплавною головкою отримали шляхом
 моделювання процесу проектування за різних параметрів розробки слабкого з’єднання (кут підрізки, товщина і крок долота). Довговічність від утомленості долота
 спрогнозували за допомогою удосконаленого методу дощового потоку і правила
 Майнера. Згідно з даними випробувань на утому значення амплітуди напружень і
 накопичення пошкоджень за один хід є найменшими при куті підрізки 80, при цьому
 кількість робочих ходів і годин пошкодженого долота сягає максимуму. Чим товще
 долото, тим більший його опір і тим значніше пошкодження. Окрім того, чим
 менший крок долота, тим простіше його спроектувати і тим менше пошкодження.
 Результати випробувань збігаються з даними теоретичного аналізу.
en
Інститут проблем міцності ім. Г.С. Писаренко НАН України
Проблемы прочности
Научно-технический раздел
Study on Fatigue Life of Plow Bit under Different Planning Parameters
Исследование усталостной долговечности бурового долота с различными параметрами проектирования
Article
published earlier
spellingShingle Study on Fatigue Life of Plow Bit under Different Planning Parameters
Zhang, Q.
Xu, M.J.
Hu, N.
Научно-технический раздел
title Study on Fatigue Life of Plow Bit under Different Planning Parameters
title_alt Исследование усталостной долговечности бурового долота с различными параметрами проектирования
title_full Study on Fatigue Life of Plow Bit under Different Planning Parameters
title_fullStr Study on Fatigue Life of Plow Bit under Different Planning Parameters
title_full_unstemmed Study on Fatigue Life of Plow Bit under Different Planning Parameters
title_short Study on Fatigue Life of Plow Bit under Different Planning Parameters
title_sort study on fatigue life of plow bit under different planning parameters
topic Научно-технический раздел
topic_facet Научно-технический раздел
url https://nasplib.isofts.kiev.ua/handle/123456789/112709
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