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Journal articles on the topic 'Inclined loading'

Author: Grafiati

Published: 4 June 2021

Last updated: 24 July 2025

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1

Sha, Ling, Guo Cai Wang, and Yang Yang. "Study on the Settlement Characteristics of Inclined Single Pile Subjected to Inclined Loadings." Applied Mechanics and Materials 170-173 (May 2012): 52–55. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.52.

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Inclined angles of piles and applied loadings have serious effect on the pile’s bearing capacity and settlement. In order to reveal this effect, this paper uses the nonlinear finite element software Adina 8.2 and analyzes the settlement characteristics and the influence factors on the settlement of inclined pile subjected to inclined loadings. From the analysis, it can be seen that: at given pile-soil physical properties, the settlement of inclined angle of the pile is smaller than that of the pile installed vertically subjected to vertical loadings; it is not good for larger inclined angle of

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2

Pan, Xiangwen, Xia Li, Shuang Xi, Weiming Gong, and Mingxing Zhu. "A New Method for Predicting Pile Accumulated Deformation and Stiffness of Evolution Under Long-Term Inclined Cyclic Loading." Buildings 15, no. 4 (2025): 591. https://doi.org/10.3390/buildings15040591.

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Piles in marine environments are subjected to various loads of differing magnitudes and directions, and their long-term stability has attracted much attention. Most research focuses on lateral cyclic loading; there are few full-scale tests that consider the effects of cyclic loading at different inclined angles. A long-term inclined cyclic loading strategy was used to carry out laboratory tests to study different inclined angles on the pile. The results show that a smaller inclined angle (θL) or a larger pile–soil relative stiffness (T/L) results in wider and deeper sediment subsidence after 1

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3

Vöth, Stefan. "Inclined Rope Reeving Systems." E3S Web of Conferences 278 (2021): 01010. http://dx.doi.org/10.1051/e3sconf/202127801010.

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Main part of crane systems in general and hoisting systems especially are rope-reeving systems. They are used to reduce the loading on the rope itself and on the following parts in the hoist drive. In order to transfer the performance required the reduced loading has to be compensated by higher speeds. General standard are reeving systems with just vertical rope orientation. They have advantages, as they are not difficult to plan, to build and to operate. On the other hand, they comprise disadvantages as well. One main disadvantage of vertical rope orientation is the tendency to load sway.

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4

Dial, Kenneth P., and Brandon E. Jackson. "When hatchlings outperform adults: locomotor development in Australian brush turkeys ( Alectura lathami , Galliformes)." Proceedings of the Royal Society B: Biological Sciences 278, no. 1712 (2010): 1610–16. http://dx.doi.org/10.1098/rspb.2010.1984.

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Within Galliformes, megapods (brush turkey, malleefowl, scrubfowl) exhibit unique forms of parental care and growth. Hatchlings receive no post-hatching parental care and exhibit the most exaggerated precocial development of all extant birds, hatching with fully developed, flight-capable forelimbs. Rather than flying up to safety, young birds preferentially employ wing-assisted incline running. Newly hatched Australian brush turkeys ( Alectura lathami ) are extraordinarily proficient at negotiating all textured inclined surfaces and can flap-walk up inclines exceeding the vertical. Yet, as bru

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5

Qi, Yong, Fang Wang, and Xiao Feng Liu. "Seismic Performance of Inclined-Column Transfer Structure of Frame-Supported Short-Leg Shearwall with Varied Ratio of Short-Leg Shearwall Section Height to Thickness." Applied Mechanics and Materials 353-356 (August 2013): 2047–51. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2047.

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Three inclined-column transfer floor structures of frame-supported short-leg shearwall are tested under vertical loading and horizontal cyclic loading to analyze the influence of leg-thickness ratio (LTR) on the seismic performance of inclined column-shaped transfer floors. The failure process and patters, bearing capacity, hysteretic characteristics, stiffness degradation, deformation and ductility are analyzed in detail. The test results show that the force characteristic of inclined column-shaped transfer floor structure is similar to a simple truss, and leg-thickness ratio of the top short

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6

Bondariev, O. M., T. O. Ryzhova, and O. O. Bondariev. "EVALUATION OF THE INFLUENCE OF THE INCLINATION ANGLE OF TRACTION ON A VERTICAL LOADING OF THE WHEELSETS OF TWO-AXLE TRUCKS OF THE LOCOMOTIVE IN THE IMPLEMENTATION OF TRACTION." Science and Transport Progress, no. 4 (August 25, 2004): 136–40. http://dx.doi.org/10.15802/stp2004/20692.

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The paper provides the outcomes of theoretical calculations of vertical loading of wheelsets of two-axle locomotive bogies with the locomotive running on a stationary mode with a freight train. Evaluation is given to the influence of the slope angle of the inclined roller on the difference of loadings onto the bogie wheelsets.

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7

Guo, Shilang, Fei Gan, Hong Wang, Jing Bi, Biao Liu, and Yuanyin Zhang. "Vertical bearing performance of inclined high-pressure rotary spray pile." PLOS ONE 20, no. 3 (2025): e0319849. https://doi.org/10.1371/journal.pone.0319849.

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Inclined piles are increasingly adopted in the foundation design of large-scale transmission line towers. Nine inclined pile tests were conducted in red clay soil to investigate the load-bearing and deformation behavior and the load transfer mechanism of inclined piles under vertical loading. The effects of pile inclination and length-to-diameter ratio on axial force, bending moment, shear force, and lateral friction force were analyzed. The test results indicate that: (1) As the inclination angle increases, the settlement of the inclined pile increases under vertical loading. (2) The axial fo

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8

Huang, Yiren, Shili Ma, Liquan Xie, and Wencai Huang. "Experiments on loading capability of Inclined Suction Foundation." IOP Conference Series: Materials Science and Engineering 768 (March 31, 2020): 032004. http://dx.doi.org/10.1088/1757-899x/768/3/032004.

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9

Bang, S., K. D. Jones, K. O. Kim, Y. S. Kim, and Y. Cho. "Inclined loading capacity of suction piles in sand." Ocean Engineering 38, no. 7 (2011): 915–24. http://dx.doi.org/10.1016/j.oceaneng.2010.10.019.

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10

Shlyannikov, V. N., and A. V. Tumanov. "An inclined surface crack subject to biaxial loading." International Journal of Solids and Structures 48, no. 11-12 (2011): 1778–90. http://dx.doi.org/10.1016/j.ijsolstr.2011.02.024.

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11

Murff, J. D. "Plastic collapse of long piles under inclined loading." International Journal for Numerical and Analytical methods in Geomechanics 11, no. 2 (1987): 185–92. http://dx.doi.org/10.1002/nag.1610110207.

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12

Kinate, Bright, and Somiari Epelle. "Investigation of the Impact of Wellbore Trajectory on the Onset of Liquid Loading." Journal of Earth Energy Science, Engineering, and Technology 7, no. 2 (2024): 53–59. http://dx.doi.org/10.25105/jeeset.v7i2.21112.

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Liquid loading phenomenon and the influencing factors requires adequate investigation to avoid it and continue production without dropout. It is important to accurately predict liquid loading at an early stage and also when and where it starts to occur in the well in order to put together a suitable solution to combat it. In this work, the impact of wellbore trajectory on the onset of liquid loading in gas wells was investigated. Numerical simulation approach was adopted with two case scenarios of a wellbore model, “trajectory_1” inclined at 45.33° and a second wellbore model “trajectory_2” in

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13

Alhalbusi, Ghazwan Salah, and A’amal A. H. Al-Saidi. "Enhancing the Ability of the Square Footing to Resist Positive and Negative Eccentric-inclined Loading Using an Inclined Skirt." Journal of Engineering 30, no. 05 (2024): 186–204. http://dx.doi.org/10.31026/j.eng.2024.05.12.

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Shallow and inclined skirted foundations on 30% sandy soil were examined in the experiment program. The study examined the effects of positive and negative eccentric-inclined loading on foundations. Experimental testing was done in a 600 × 600 mm box with a 50 x 50 mm square footing with a 10 mm thickness. The skirt angles were 10°, 20°, and 30°, and the skirt depth was Ds was 0.5 B. Results showed that using skirts significantly increases load-bearing capacity and decreases tilting. Tilting reduces with a skirt, and skirt inclination (alpha) increases with similar loads. Inclined skirts decre

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14

Danilenko, Denis, Michael Zavoloka, Vasyl Karpiuk, Irina Karpiuk, and Ion Rusu. "LOAD-BEARING CAPACITY OF DAMAGED REINFORCED CONCRETE SPAN STRUCTURES STRENGTHENED WITH PRESTRESSED METAL CASINGS." Journal of Engineering Science XXVII (2) (May 4, 2020): 106–27. https://doi.org/10.5281/zenodo.3784362.

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This article deals with the results of system experimental research of the loadbearing capacity, stress-strain behaviour and crack resistance of damaged 2,000x200x100 mm reinforced concrete beams with prestressed external metal casings that have been subjected to high-level static and low-cycle alternate loading. Specifically, the teststatistical curves illustrates strengths of the inclined cross-sections (collapsing transverse force), sagging deflections, widths of the normal and inclined cracks before collapse of the beams, projection lengths of the dangerous inclined cracks on the longitudi

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15

Cui, L., A. H.-D. Cheng, and Y. Abousleiman. "Poroelastic Solution for an Inclined Borehole." Journal of Applied Mechanics 64, no. 1 (1997): 32–38. http://dx.doi.org/10.1115/1.2787291.

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The analytical solution for an infinitely long borehole in an isotropic, poroelastic medium, inclined to the far-field principal stresses, is presented. The solution utilizes a loading decomposition scheme which leads to three fundamental problems: a poroelastic plane-strain, an elastic uni-axial, and an elastic antiplane shear problem.

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16

Abdrabbo, F. M., K. E. Gaaver, and M. M. Eldooma. "Behavior of a vertical pile in loose sand under the effect of an inclined load." IOP Conference Series: Earth and Environmental Science 1056, no. 1 (2022): 012035. http://dx.doi.org/10.1088/1755-1315/1056/1/012035.

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Abstract The paper investigates the behavior of single vertical steel pipe pile embedded in sand subjected to compressive inclined load through MIDAS GTS/NX 2019 FEM package. The effect of the loading inclination angle and pile length and diameter on the performance of the pile were investigated. Inclined load carrying capacity and pile stiffness were presented. The pile head displacement and pile stiffness are significantly affected by load inclination angle. It was observed that, p-y curves of the pile-soil system are independent of loading inclination angle. In addition, the pile length and

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17

Patel, Hemanshukumar A. "Seismic Analysis of G+20 Story Inclined Sky Bridge Building and Conventional Building." International Journal for Research in Applied Science and Engineering Technology 13, no. 7 (2025): 398–403. https://doi.org/10.22214/ijraset.2025.73007.

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Seismic analysis of adjacent buildings linked through Inclined sky bridges using ETABS 2021.This project aims to carry out the Seismic analysis of adjacent buildings connected at different levels with Inclined sky bridges. The study assesses selected alternatives by changing the position of Inclined sky bridges at three sections in height, mid-height (1/2), three quarterheight (3/4), and the top of the buildings. Both static and dynamic earthquake loading cases are imposed, based on the seismic codes, to evaluate inter-story drift, base shear and joint displacements. Buildings with and without

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18

Meyerhof, G. G. "Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address." Canadian Geotechnical Journal 32, no. 2 (1995): 204–22. http://dx.doi.org/10.1139/t95-024.

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Previous analyses of the ultimate resistance and displacements of rigid piles under lateral loads and moments have been extended to the general case of eccentric and inclined loads on flexible piles by using the concept of effective embedment depths of equivalent rigid piles. Recent research on the behaviour of large model tests on instrumented rigid and flexible piles under eccentric and inclined loads in sand, clay, and layered soil is summarized. Reasonable agreement is found between observed and predicted behaviour. The proposed method of analysis is also supported by comparison with the r

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19

Fedoskina, Olena, Valerii Fedoskin, and Anastasiia Loginova. "The issue of loading the material in a vibro-impact grinder." E3S Web of Conferences 109 (2019): 00024. http://dx.doi.org/10.1051/e3sconf/201910900024.

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The article discusses the basic principles of force loading of a material in a vibro-impact grinder with a vertical and inclined working chamber. It is shown that in a grinder with a vertical working chamber the control of the material loading is limited by the presence of a relationship between the vertical and rotational oscillations of the jaws. Vibro-impact grinder with an inclined working chamber represents a new class of machines. A mathematical model of the process of interaction of the jaw with a piece of material when moving it in the working chamber is presented. Equations and graphi

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20

Tian, Maogang, Hechang Zhang, Shouhong Wang, et al. "Mechanical properties of vertical-inclined pile foundation for onshore wind turbines." PLOS One 20, no. 6 (2025): e0323338. https://doi.org/10.1371/journal.pone.0323338.

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This study proposes an innovative Vertical-Inclined Pile Foundation to optimize the bearing performance of onshore wind turbine foundations. The Vertical-Inclined Pile Foundation (VIPF) and Vertical Pile Foundation (VPF) mechanical response mechanisms under wind turbine loading are compared based on the Hardening Soil (HS) model. Investigating the displacement distribution patterns, bearing platform deformations, pile internal force transfer, and pile-soil interaction laws of both foundation systems reveals the efficiency improvement mechanism of the VIPF. The results demonstrate that under id

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21

Wang, Yong, Song-Tao Ni, Fa-Wu Yang, et al. "Monitoring and Analysis of Dynamic Response for Open-Pit Mine with Inside Inclined Shafts under Train Loading." Metals 11, no. 11 (2021): 1681. http://dx.doi.org/10.3390/met11111681.

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The stability of open-pit mining is a hot issue in geotechnical engineering. A mining railroad is in operation on the slope where the east exhaust inclined shaft and the east sand injection inclined shaft on the Laohutai Mine are located, and it was necessary to determine whether railroad vibration would have an impact on the safety of the inclined shafts. With this project as the background, the dynamic response of the slope with inside two inclined shafts was conducted under train loading. A three-dimensional numerical model by using PLAXIS 3D was established to analyze the stability of the

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22

Lanwer, Jan-Paul, and Martin Empelmann. "Performance-Based Fibre Design for Ultra-High Performance Concrete (UHPC)." Applied Sciences 12, no. 17 (2022): 8559. http://dx.doi.org/10.3390/app12178559.

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The paper presents a method to establish a performance-based fibre design of high-strength micro steel fibres for ultra-high-performance concrete (UHPC). The performance-based fibre design considers effects of fibre layout, fibre orientation, and type of loading (quasi-static and cyclic) and expands the current approach using experiences and suitability testing results. The performance-based fibre design is based on a so-called utilization rate, which is determined via pullout tests of high-strength micro steel fibres in UHPC under quasi-static as well as high cyclic loading with varying orien

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23

Lubarda, Vlado. "A pileup of screw dislocations against an inclined bimetallic interface." Theoretical and Applied Mechanics 44, no. 2 (2017): 155–67. http://dx.doi.org/10.2298/tam170504007l.

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Pileups of screw dislocations against an inclined bimetallic interface are considered. It is assumed that differently oriented pileups are either under the same remote uniform loading, or under the same resolved shear stress along the pileup direction for any orientation of the interface. The distributions of dislocations and the lengths of pileups are substantially different for differently oriented interfaces, particularly in the case of the same remote loading. The interface stresses are also strongly depended on the pileup orientation. The maximum stress can be higher for a pileup along an

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24

Li, Qing Fen, Gui Ying Qi, Sheng Yuan Yan, and Friedrich G. Buchholz. "Computational Fracture Analyses of a Compact Tension Shear (CTS) Specimen with an Inclined Crack Plane." Key Engineering Materials 385-387 (July 2008): 741–44. http://dx.doi.org/10.4028/www.scientific.net/kem.385-387.741.

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In this paper some results of 3D-finite element analyses of a modified CTS-specimen with an inclined crack plane are presented. It will be shown, that through the inclination of the crack plane, even under pure tension loading of the specimen, a superposition of all fracture modes I, II and III can be generated along the straight crack front of the inclined crack plane. Furthermore, mixed-mode I, II and III loading conditions can also be generated if this modified CTS-specimen is subject to an in-plane tension/shear loading. The computational fracture analysis is based on the calculation of se

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25

Qi, Gui Ying, Friedrich G. Buchholz, Sheng Yuan Yan, and Qing Fen Li. "Computational Fracture Analyses of a Compact Tension Shear (CTS) Specimen with an Inclined Crack Front." Key Engineering Materials 417-418 (October 2009): 629–32. http://dx.doi.org/10.4028/www.scientific.net/kem.417-418.629.

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In this paper some results of 3D-finite element analyses of a modified CTS-specimen(MCTS) with an inclined crack front are presented. It will be shown, that through the inclination of the crack front, even under pure in-plane shear loading of the specimen, mixed-mode II and III loading conditions can be generated along the straight inclined crack front. Furthermore a superposition of all fracture modes I, II and III can be generated, if this MCTS-specimen is subject to an in-plane tension/shear loading. The computational fracture analysis is based on the calculation of separated energy release

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26

Salah alhalbusi, Ghazwan, and A’amal A. H. Al-Saidi. "Enhancing the Ability of The Square Footing to Resist Positive and Negative Eccentric Inclined Loading Using an Inclined Skirt." E3S Web of Conferences 427 (2023): 01020. http://dx.doi.org/10.1051/e3sconf/202342701020.

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Laboratory model tests were performed to investigate the behavior of shallow and inclined skirted foundations placed on sandy soil with R.D%=30 and the extent of the impact of the positive and negative eccentric-inclined loading effect on them. To achieve the experimental tests, it was used a box of (600×600) mm cross-sectional and 600mm in height and a square footing of (50*50) mm and 10 mm in thickness attached to the skirt with Ds=0.5B and various an angle of (10°, 20°, 30°). The results showed that using skirts leads to a significant improvement in load-carrying capacity and decreased sett

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27

Liu, Yingxue, Weiyu Cao, Baoxiang Zhang, et al. "Effects of Different Shaping Methods and Loading on Fruit Quality and Volatile Compounds in ‘Beibinghong’ Grapes." Foods 14, no. 5 (2025): 772. https://doi.org/10.3390/foods14050772.

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The effects of different shaping methods and loading treatments on the photosynthetic rate, chlorophyll content, fruit yield and quality, and volatile compound composition of the ‘Beibinghong’ grape were studied. In the experiment, 6-year-old ‘Beibinghong’ grapes were selected as the material, and two kinds of shaping methods were adopted: the double main vine upright tree (control) and the inclined horizontal dragon tree. The inclined horizontal dragon tree was treated with different loads. The volatile components in grapes were analyzed by gas chromatography–mass spectrometry (GC-MS). The ch

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28

Dovzhenko, Oksana, Volodymyr Pohribnyi, Oleksandr Shkurupiy, and Pavlo Mytrofanov. "Strength Design Method of Reinforced Concrete Beam Elements along an Inclined Crack on the Transverse Forces and Bending Moments Joint Action." International Journal of Engineering & Technology 7, no. 4.8 (2018): 196–202. http://dx.doi.org/10.14419/ijet.v7i4.8.27240.

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The forces scheme in the reinforced concrete elements inclined section is proposed under the transverse forces and bending moments joint action. The diagram shows the transverse and longitudinal forces perceived by the compressed concrete zone and longitudinal reinforcement, forces in the transverse reinforcement and engagement in an inclined crack. The truncated concrete wedge strength problem simulating a compressed zone over a dangerous inclined crack is solved on the plasticity theory basis. An engineering method for calculating the bending elements strength along an inclined crack is deve

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29

Gao, Yiran, Yiqing Zhang, Qiang Xie, et al. "A Study on the Influence of Anchor Rods’ Layout on the Uplift Resistance Characteristics of Inclined Anchor Short-Pile Foundations Based on FEA." Buildings 14, no. 8 (2024): 2580. http://dx.doi.org/10.3390/buildings14082580.

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In the steep terrain of southwestern China, there are numerous complex strata characterized by thin overburden layers and well-behaved underlying bedrock, yet excavation poses significant challenges. This situation is unfavorable for the construction of transmission towers’ foundations. To address this issue, inclined anchor short-pile foundations have been proposed as foundations for transmission towers. These foundations not only reduce the depth and construction difficulty of excavation but also make full use of the load-bearing capacity of the bedrock. To investigate the influence of the a

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30

Al-Fahham, Nabaa A., and Ali A. Al-Jazaairry. "Experimental Evaluations of Model Piles Subject to Inclined Loading in Sand." BIO Web of Conferences 97 (2024): 00042. http://dx.doi.org/10.1051/bioconf/20249700042.

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The structures that subjected to varying loads are supported by pile foundations. These loads consist of inclined and vertical loads. The main objective of this work is to experimentally investigate the effects of an inclined load on the lateral pile reaction and axial pile displacement for piles found in cohesionless soil. For this purpose, the slenderness ratios of model steel piles are varied by values of 11, 14, and 17. Moreover, the pile shapes involved in this study are H-pile, closed end circular and square. The experimental tests were conducted in sandy soil. However, the load inclinat

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31

Neutov, Stepan, Zlata Holovata, and Daria Kirichenko. "Stress-deformed state of proof areas of reinforced concrete beams." Bulletin of Kharkov National Automobile and Highway University 2, no. 92 (2021): 32. http://dx.doi.org/10.30977/bul.2219-5548.2021.92.2.32.

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Abstract. The results of experimental studies of the stress-strain state of the support sections of rein-forced concrete beams from some of the most signifi-cant factors are presented. It was found that during long-term loading such factors are the level of the initial loading; concrete class; the percentage of transverse reinforcement in the shear span; the per-centage of longitudinal reinforcement in the com-pressed zone; the percentage of longitudinal working reinforcement in the extended zone. With an increase in the class of concrete, the moment corresponding to the appearance of normal c

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32

Guo, Lin, Yuan Fang, Tingyu Wu, Jun Wang, Hongxu Jin, and Li Shi. "Cyclic Behavior of Sand under Traffic Loading with ‘Inclined’ Consolidation." KSCE Journal of Civil Engineering 25, no. 5 (2021): 1621–33. http://dx.doi.org/10.1007/s12205-021-0892-1.

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Dhari, Rahul Singh, Zia Javanbakht, and Wayne Hall. "On the inclined static loading of honeycomb re-entrant auxetics." Composite Structures 273 (October 2021): 114289. http://dx.doi.org/10.1016/j.compstruct.2021.114289.

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34

Tu, Shan-Tung, and Shu-Ho Dai. "The fatigue growth of inclined surface cracks under biaxial loading." International Journal of Pressure Vessels and Piping 41, no. 2 (1990): 141–57. http://dx.doi.org/10.1016/0308-0161(90)90037-i.

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35

Dong, Tian Wen, and Ying Ren Zheng. "Experiment of single screw piles under inclined cyclic pulling loading." Geomechanics and Engineering 8, no. 6 (2015): 801–10. http://dx.doi.org/10.12989/gae.2015.8.6.801.

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36

Viswanadham, Balaga. "Facile Synthesis of Ethyl Acetate over ZrO2.TiO2 Mixed Oxide Supported Vanadium Boasted Phosphomolybdic Acid Catalyst at Room Temperature." Journal of Chemistry 2023 (December 6, 2023): 1–9. http://dx.doi.org/10.1155/2023/8888165.

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Initially, mixed oxide of ZrO2.TiO2 support was synthesized by the sol-gel method, and then after vanadium was incorporated, phosphomolybdic acid (VPMA) was synthesized by the hydrothermal method. VPMA supported on ZrO2.TiO2 support of various VPMA loadings that were synthesized by the impregnation method. The structure, surface area, acidity, and morphology of the materials were analysed by X-ray diffraction, BET surface area, ammonia TPD studies, and SEM analysis, respectively. The XRD result shows crystallites of zirconia, titania, and Keggin ion of VPMA catalysts, and also, below 20 wt% of

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37

Yan, Xiangqiao, and Weisheng Lei. "Fatigue Growth Analysis of an Inclined Crack Under Uniaxial Cyclic Loading in Materials With Different Yield Strengths in Tension and Compression." Journal of Engineering Materials and Technology 116, no. 2 (1994): 181–86. http://dx.doi.org/10.1115/1.2904270.

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In the present paper, an improved strain-energy-density criterion presented recently for the commonly used fracture criterion, the minimum strain-energy-density criterion, is extended to the case of cyclic loading to predict mixed-mode fatigue crack growth in materials with different yield strengths in tension and compression. The analysis of the mixed-mode fatigue crack growth process is very complex. For the purpose of more precisely predicting the mixed mode fatigue crack growth process, we developed a numerical scheme in which the improved fatigue crack growth criterion is combined with th

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38

Sun, Lijun, Yicheng Ye, Binyu Luo, Nanyan Hu, and Pengcheng Li. "Theoretical Analysis for Stability Evaluation of Rock Mass Engineering Structure under Combined Compression-Shear Loading: A Case Study of Inclined Pillar." Applied Sciences 11, no. 23 (2021): 11439. http://dx.doi.org/10.3390/app112311439.

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An inclined pillar is a typical support structure under compression and shear loads for underground mining. The shear load caused by the inclination of the ore-body affects the bearing capacity of the pillar. At present, there is no systematic investigation on the influence of shear load on the stress state evolution and bearing capacity of the inclined pillar. Additionally, there is still a lack of effective evaluation of the bearing capacity of the inclined pillar in the presence of additional shear load. In this research, the theoretical analysis method is used to solve these problems. Firs

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39

Georgiadis, M., and R. Butterfield. "Displacements of footings on sand under eccentric and inclined loads." Canadian Geotechnical Journal 25, no. 2 (1988): 199–212. http://dx.doi.org/10.1139/t88-024.

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Results of an investigation of the response of footings on sand, under eccentric and inclined loads, are presented. Apparatus was constructed that could simultaneously apply loads to footings at any eccentricity and inclination, without imposing restraints on the footing displacements. The experimental results are interpreted, compared with published data, and a method for predicting vertical and horizontal displacements and rotations of loaded footings on sand developed. At low load levels the analysis generates the elastic half-space solution, which is then augmented to provide the complete

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40

Strozzi, A., A. Baldini, and M. Nascimbeni. "Maximum Equivalent Stress in a Pin-Loaded Lug Subject to Inclined Loading." Journal of Strain Analysis for Engineering Design 41, no. 4 (2006): 297–309. http://dx.doi.org/10.1243/03093247jsa150.

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The elastic maximum equivalent stress in a pin-loaded, straight- or taper-shanked, round-ended lug subject to inclined loading is investigated using the finite element and the boundary element methods, and, partly, photoelasticity. The influence of the load direction, of the ratio between the bore diameter and lug width, and of the shank taper angle are particularly addressed. In addition, the effects of the axial length of the lug trunk and, partially, of the initial clearance between the lug bore and pin are numerically examined in the presence of a loading variously inclined to the lug axis

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Mirsayapov, Ilshat Talgatovich. "STRESS-STRAIN STATE IN EMBEDMENT OF REINFORCEMENT IN CASE OF REPEATED LOADINGS." Vestnik MGSU, no. 5 (May 2016): 28–38. http://dx.doi.org/10.22227/1997-0935.2016.5.28-38.

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The author offer transforming the diagram of ideal elastic-plastic deformations for the description of the stress-strain state of embedment of reinforcement behind a critical inclined crack at repeatedly repeating loadings. The endurance limit of the adhesion between concrete and reinforcement and its corresponding displacements in case of repeated loadings are accepted as the main indicators. This adhesion law is the most appropriate for the description of physical and mechanical phenomena in the contact zone in case of cyclic loading, because it simply and reliably describes the adhesion mec

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Pavanello, Paolo, Paolo Carrubba, and Nicola Moraci. "Geosynthetic Interface Friction at Low Normal Stress: Two Approaches with Increasing Shear Loading." Applied Sciences 12, no. 3 (2022): 1065. http://dx.doi.org/10.3390/app12031065.

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The evaluation of geosynthetic interface friction is a key parameter for the stability of coupled geosynthetics, as in landfill capping liner. At the present time, few types of tests are suitable for measuring the interface friction at low normal stress: one of these is the inclined plane, usually carried out under a vertical stress of 5 kPa. This type of test is not without critical aspects, mainly due to the nonuniform normal stress state induced by the inclination of the plane, but, on the other hand, the most widespread direct shear test generally cannot be performed at such low values of

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Yarullin, Rustam, and Mikhail Yakovlev. "Fatigue growth rate of inclined surface cracks in aluminum and titanium alloys." Frattura ed Integrità Strutturale 16, no. 60 (2022): 451–63. http://dx.doi.org/10.3221/igf-esis.60.31.

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In this paper the fatigue crack growth tests were carried out on surface-crack tension (SCT) specimens, made of 7050 and Ti6Al4V alloys, with initial semi-elliptical surface cracks. Pure Mode I conditions were realized on SCT specimens with crack plane located orthogonal to the loading direction, while Mixed-mode conditions were observed on SCT specimens with inclined crack. Optical microscope measurements and the crack mouth opening displacement (CMOD) method were respectively used to monitor crack length and calculate crack depth. Current crack shape during the tests was highlighted by alter

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Zhou, Wei, Yi Mei Nie, Shu Jing Li, and Hai Yan Liang. "The Importance of the Solids Loading on Confirming the Dielectric Nanosize Dependence of BaTiO3Powders by Slurry Method." Scientific World Journal 2013 (2013): 1–3. http://dx.doi.org/10.1155/2013/120983.

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The dielectric nanosize dependence of BaTiO3powders was investigated by the slurry method, where two series of BaTiO3slurries with 10 vol% and 30 vol% solids loadings were prepared as model samples. Applying the Bruggeman-Hanai equation, the high-frequency limiting permittivity (εh) of the slurries was extracted from the dielectric spectra. Theεhof the 10 vol% slurry showed abnormal size independence in the range from 100 nm to 700 nm, and theεhof the 30 vol% slurry exhibited good agreement with the previous prediction. Through analysing quantitatively the response ofεhto the changing permitti

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Náhlík, Luboš, Pavel Pokorný, Martin Ševčík, and Pavel Hutař. "Influence of Initial Inclined Surface Crack on Estimated Residual Fatigue Lifetime of Railway Axle." Journal of Multiscale Modelling 07, no. 04 (2016): 1640007. http://dx.doi.org/10.1142/s1756973716400072.

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Railway axles are subjected to cyclic loading which can lead to fatigue failure. For safe operation of railway axles a damage tolerance approach taking into account a possible defect on railway axle surface is often required. The contribution deals with an estimation of residual fatigue lifetime of railway axle with initial inclined surface crack. 3D numerical model of inclined semi-elliptical surface crack in railway axle was developed and its curved propagation through the axle was simulated by finite element method. Presence of press-fitted wheel in the vicinity of initial crack was taken i

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Song, Huaibo, Jean-Michel Pereira, Anh Minh Tang, and Huafu Pei. "Thermally-induced long-term behavior of energy piles under inclined load in saturated clay." Canadian Geotechnical Journal 62 (January 1, 2025): 1–23. https://doi.org/10.1139/cgj-2024-0416.

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Thermally-induced long-term behaviors, such as the ratcheting phenomenon, have been observed in vertically and horizontally loaded energy piles under thermal cycling. However, whether this phenomenon occurs in inclined loaded piles and the underlying mechanisms remain unclear, especially considering the combined effect of horizontal and vertical loads on pile–soil interaction. This study employed laboratory model tests and numerical simulations to investigate the long-term behavior of the energy pile under an inclined load in saturated clay. The experiment involved constant vertical loading of

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Azlan, Mohd Azwir, and Al Emran Ismail. "Effect of Mechanical Mismatch on the Stress Intensity Factors of Inclined Cracks under Mode I Tension Loading." Applied Mechanics and Materials 773-774 (July 2015): 129–33. http://dx.doi.org/10.4028/www.scientific.net/amm.773-774.129.

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This paper presents numerical analysis of stress intensity factors (SIFs) of inclined cracks due to mechanical mismatches. According to literature survey, tremendous amounts of SIFs can be found elsewhere. However, the SIFs for inclined cracks are difficult to obtain especially when mechanical mismatch at the crack interface are considered. ANSYS finite element program is used to model the cracks embedded in plain strain plates. The cracks are oriented at the interface between two different materials and subjected to mode I tension loading. It is showed that when mechanical mismatches are intr

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Jeon, Youngtaek, Shin-Ki Hong, and Myungchin Kim. "Effect of Filler Concentration on Tracking Resistance of ATH-Filled Silicone Rubber Nanocomposites." Energies 12, no. 12 (2019): 2401. http://dx.doi.org/10.3390/en12122401.

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It is necessary for polymeric materials to have superior tracking resistance against various stress conditions for outdoor applications. In this study, the effect of nano-sized alumina tri-hydrate (ATH) particles on the tracking resistance of silicone rubber (SiR) is studied. Specimens with filler loadings of 1, 3, 5, 10, and 20 wt % are used for performance characterization. From the inclined plane test (IPT) results, apparent improvement in tracking resistance was achieved by mixing 3 wt % of nano-sized fillers, compared to unfilled specimens. ATH/SiR nanocomposites with 5 wt % loading showe

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Xie, Yunyue, Hongtian Xiao, and Zhongqi Quentin Yue. "Elastic Fields of a Nonhomogeneous Half-Space Subject to an Inclined Circular Load." Advances in Materials Science and Engineering 2020 (August 24, 2020): 1–10. http://dx.doi.org/10.1155/2020/1402839.

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The paper examines the elastic fields of displacements and stresses for a nonhomogeneous elastic half-space where the elastic parameters have a linear variation over a finite depth beyond which it is constant. The circular loading area is subjected to a uniform inclined load. The numerical method is developed by applying the fundamental solution of a layered elastic solid and integrating numerically it over the loading area. As a result, only the loading area needs to be discretized in using the proposed numerical method. Numerical examples of calculation of displacements are conducted, and ex

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Singh, Chamjeet, Jagdeep Singh, Sandeep Singh, and Vikas Kumar. "Performance of Inclined Skirt Footing: Numerical Analysis." IOP Conference Series: Earth and Environmental Science 889, no. 1 (2021): 012076. http://dx.doi.org/10.1088/1755-1315/889/1/012076.

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Abstract The skirt footings are considered as alternate to enhance the bearing capacity of shallow foundation on sandy soil as an alternate of deep foundation. The experimental data of paper titled “Performance of skirt strip footing subjected to eccentric inclined load was consider as base for validation and other parameters of material for numerical investigation for different conditions. Numerical analysis was conducted to determine the behavior of two-sided skirt footing on eccentric loading with different angle and projections provided to skirt. The study reveals good impact of skirt angl

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