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Journal articles on the topic 'Ultimate load'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Cheung, M. S., N. J. Gardner, and S. F. Ng. "Ultimate load distribution characteristics of a model slab-on-girder bridge." Canadian Journal of Civil Engineering 14, no. 6 (1987): 739–52. http://dx.doi.org/10.1139/l87-112.

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The introduction of limit states design philosophy and the ever growing demand for higher permissible loads for overload vehicles or special permit vehicles necessitates a thorough investigation of the behaviour and live load distribution characteristics of bridges beyond the working stress range. Evaluation of the live load moment capacity at ultimate utilizing elastic load distribution factors is neither realistic nor logical, as the distribution factors should reflect the ultimate structural/load responses including nonlinear behaviour, load redistribution due to yielding, etc.The purpose o

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2

Belenkiy, L., and Y. Raskin. "Estimate of the Ultimate Load on Structural Members Subjected to Lateral Loads." Marine Technology and SNAME News 38, no. 03 (2001): 169–76. http://dx.doi.org/10.5957/mt1.2001.38.3.169.

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This paper examines plastic behavior of typical ship structures, specifically beams, grillages, and plates subjected to predominantly lateral loads. The ultimate loads, determined on the basis of the theorems of limit analysis [1,2], are evaluated using nonlinear finite-element plastic analysis. The relationships between analytical and finite-element models for prediction of ultimate loads of beams, stiffened panels, and grillages are illustrated. It has been shown that the ultimate loads, obtained from the theorems of limit analysis, can be successfully used for strength assessment of stiffen

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3

Buckle, I. G., A. R. Dickson, and M. H. Phillips. "Ultimate strength of three reinforced concrete highway bridges." Canadian Journal of Civil Engineering 12, no. 1 (1985): 63–72. http://dx.doi.org/10.1139/l85-007.

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The destructive testing of three reinforced concrete highway bridges, recently made redundant by road realignment, is summarized. The procedure used to test the bridges to ultimate conditions is described and load capacities of about 20 times class 1 axle loads are reported for all structures. Analyses based on conventional ultimate strength theory can account for only two-thirds of these ultimate loads and then only if second order effects are included. A nonlinear finite element computer program has been developed and used to analyze one of these structures. Excellent prediction of the ultim

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4

Helba, Alaa, and John B. Kennedy. "Skew composite bridges — analyses for ultimate load." Canadian Journal of Civil Engineering 22, no. 6 (1995): 1092–103. http://dx.doi.org/10.1139/l95-127.

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The ultimate limit state design for composite skew bridges with slab-on-I-steel girders requires a reliable prediction of their ultimate load capacity. In this paper, the results from a yield-line analysis of prototype composite bridges subjected to OHBDC truck loading are presented and compared with the results from a nonlinear finite element analysis of such prototype skew bridges. The favourable comparison between the two sets of results indicates that the collapse loads of skew composite bridges can be reliably and readily predicted by the yield-line method of analysis. Equations useful fo

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5

Meyerhof, G. G., and D. P. Ghosh. "Ultimate capacity of flexible piles under eccentric and inclined loads." Canadian Geotechnical Journal 26, no. 1 (1989): 34–42. http://dx.doi.org/10.1139/t89-004.

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The ultimate bearing capacity of flexible single model piles and small pile groups of timber and nylon in loose sand and soft clay has been determined under various combinations of eccentricity and inclination of the load varying in direction from vertical to horizontal. The results of the load tests are presented in the form of polar bearing capacity diagrams and they are compared with the theoretical estimates based on the concept of an effective embedment depth in terms of the behaviour of equivalent rigid piles. Reasonable agreement has been found between the observed and predicted ultimat

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6

Sachidananda, Khwairakpam, and KonjengbamDarunkumar Singh. "Failure mechanisms and curvature radius effect in fixed ended flat oval LDSS slender column under axial compression." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1449–53. http://dx.doi.org/10.38208/acp.v1.675.

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This paper presents the different failure mechanism of fixed ended flat oval LDSS (Lean Duplex Stainless Steel) slender column under axial compression by using the finite element software Abaqus. The load capacity is presented in terms of yield load and the deformation modes at ultimate load (?u) and post ultimate load at 1.5 ?u. Based on the deformation at ultimate deformation (?u) and post ultimate load at 1.5?u, failure mechanisms are identified as viz., 1) Local to local yielded buckling , 2) Local to local yielded flexural, 3) Flexural to flexural yielding , which ultimately depend on the

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7

Ibrahim, Enas S., Mazin B. Abdulrahman, Yasser I. Yahia, Belal Alsubari, Hayder S. Abdulaali, and Shagea Alqawzai. "Behavior of Reinforced Concrete Corbels Strengthened with CFRP Strips Subjected to Monotonic and Repeated Loading." Tikrit Journal of Engineering Sciences 31, no. 1 (2024): 88–100. http://dx.doi.org/10.25130/tjes.31.1.8.

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Concrete corbels are short cantilevers subjected to monotonic and repeated loads. Repeated loads generally negatively affect the concrete structural members' strength as they decrease the resistance to external loads. To increase these loads, strengthening with carbon fiber reinforced polymer (CFRP) strips as an externally bounded technique is used. This paper studies the behavior and strength of strengthened corbels subjected to monotonic and repeated (constant and incremental) loads. The experimental program included the casting and testing of twelve double-concrete corbels. All specimens ha

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8

Fuschi, P., and A. A. Pisano. "Ultimate load prediction of MMNCs structures." Composites Part B: Engineering 125 (September 2017): 175–80. http://dx.doi.org/10.1016/j.compositesb.2017.05.068.

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9

Sourabh, Kumar, and Rathore Harsh. "Strength of RC Beams Incorporating Geopolymer Concrete." Journal of Advances in Geotechnical Engineering 7, no. 1 (2024): 27–32. https://doi.org/10.5281/zenodo.10725521.

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<em>This study evaluates the flexural behavior of Geopolymer Concrete (GPC) beams through theoretical and experimental analyses, focusing on ultimate load, ultimate deflection, and deflection at the service load. Higher tensile reinforcement correlates with increased ultimate loads, akin to conventional reinforced cement concrete beams. Experimental loads consistently surpass theoretical values, with initial crack formation observed in specific load ranges. Notably, beams incorporating Ground Granulated Blast Furnace Slag (GGBS) in GPC demonstrate improved cracking and deflection, particularly

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10

Xing, Zhanqing, Gang Wang, Xiaolin Lin, Jing Pang, Caiqi Zhao, and Qiaosheng Chen. "Study of the Mechanical Properties of Beam-Column Joints in a New Type of Aluminum Alloy Portal Frame." Buildings 13, no. 11 (2023): 2698. http://dx.doi.org/10.3390/buildings13112698.

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In the article, the semi-permanent aluminum alloy portal frame is used as the research background, beam-column joints are used as the research object, and experimental and numerical analyses are carried out. The influence of different bolt diameters and arch angles on the mechanical properties of beam-column joints under vertical load was analyzed using five sets of experiments. The experimental results show that the load–displacement curves of different bolt diameters in the elastic stage are basically consistent. After entering the plastic stage, the ultimate load first increases and then de

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11

Windyandari, Aulia, Eko Julianto Sasono, Solichin Djazuli Said, and Ahmad Fauzan Zakki. "Ultimate Strength Analysis of Roro Passenger Ship under Combined Global and Local Load Using Nonlinear Finite Element Method." Trends in Sciences 19, no. 9 (2022): 3968. http://dx.doi.org/10.48048/tis.2022.3968.

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Since roro passenger ships have specific characteristics in handling cargo with the roll-on-roll-off loading and unloading system that must be equipped with a ramp door. Therefore, it is important to conduct the ultimate strength analysis by considering local loads and global loads to ensure the level of safety and reliability of the ship structure. The aim of this research is focused on the investigation of the structural response and the ultimate strength of the roro passenger ship using the non-linear finite element method. The dynamic explicit method is conducted to estimate the large disp

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12

Choi, D. H., H. Yoo, J. I. Shin, S. I. Park, and K. Nogami. "Ultimate behavior and ultimate load capacity of steel cable-stayed bridges." Structural Engineering and Mechanics 27, no. 4 (2007): 477–99. http://dx.doi.org/10.12989/sem.2007.27.4.477.

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13

Sanders, Kay, Freek Bos, Erwin ten Brincke, and Jan Belis. "Edge strength of core drilled and waterjet cut holes in architectural glass." Glass Structures & Engineering 6, no. 2 (2021): 131–45. http://dx.doi.org/10.1007/s40940-021-00146-w.

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AbstractIn structural glass design, an often-applied connection is a bolted connection subjected to in-plane tensile loads. Traditionally, the hole in the glass pane is manufactured by core drilling and conical edge finishing. An alternative method is by waterjet cutting the holes, resulting in cylindrically shaped holes. This research compares the edge strength of core drilled and waterjet cut holes. It focuses on in-plane tensile tests and consists of an experimental part in combination with a numerical part. In the in-plane tensile tests, peak stresses occur perpendicular to the load direct

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14

Joudah, et. al., Ali. "Corbels strengthened with CFRP under deferent loading." Periodicals of Engineering and Natural Sciences (PEN) 11, no. 2 (2023): 315–20. https://doi.org/10.21533/pen.v11.i2.122.

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Short cantilevers under loads are known as corbels, and they generally have a detrimental impact on the strength of concrete structural components by reducing their resistance to external loads. Strengthening with CFRP strips as an externally bounded approach is employed to raise that. The behavior and durability of strengthened corbels under (constant and incremental) loads are examined in this research. Twelve double corbels were cast and tested as part of the experimental program, with the dimensions of the corbels on all specimens remaining constant. While the other nine are left un-fortif

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15

Al-Ahmed, Ali Hussein Ali. "Nonlinear Behavior of Self -Compacting Reinforced Concrete Two-Way Slabs with Central Square Opening under Uniformly Distributed Loads." Journal of Engineering 22, no. 7 (2016): 35–54. http://dx.doi.org/10.31026/j.eng.2016.07.03.

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This research is carried out to investigate the behavior of self-compacting concrete (SCC) two-way slabs with central square opening under uniformly distributed loads. The experimental part of this research is based on casting and testing six SCC simply supported square slabs having the same dimentions and reinforcement. One of these slabs was cast without opening as a control slab. While, the other five slabs having opening ratios (OR) of 2.78%, 6.25%, 11.11%, 17.36% and 25.00%. From the experimental results it is found that the maximum percentage decrease in cracking and ultimate uniform loa

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16

Wang, You Yu, Zh Ping Zhao, and Yan Hui Wang. "Study on Load Bearing Performance of Concrete Components Based on FEM." Applied Mechanics and Materials 556-562 (May 2014): 729–32. http://dx.doi.org/10.4028/www.scientific.net/amm.556-562.729.

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In this paper, the anti-bending function of the concrete beam is simulated by using ANSYS software. The simulated quantity include crack loads, yield load, ultimate load, deflection, crack and crush, stress distribution, strain distribution, movement of neutral axis and so on. The simulated model is a actual structure test. As a result, the value of the yield load, the ultimate load, the deflection are consisted with the actual loads .The method may be used on simulation of structure tests, or used in teaching of some colleges.

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17

Nassr, Amr A., and Wael Khair-Eldeen. "Performance of Anchors in Concrete Controlled by Splitting Failure under Dynamic Push-In Loadings." Key Engineering Materials 754 (September 2017): 325–28. http://dx.doi.org/10.4028/www.scientific.net/kem.754.325.

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Anchors in concrete are widely used to transfer any given load combination into a concrete member. The dynamic behavior of post-installed rebar anchors has been experimentally investigated in this study. The attention was focused on anchors controlled by concrete splitting failure, the case that may occur with anchors and fastenings located close to an edge or to a corner. In this regard, Split Hopkinson Pressure Bar (SHPB) technique has been employed to test the anchorage systems under dynamic push-in loads. The effect of loading rates, concrete compressive strengths, and embedment depths on

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18

SR, Prajwal, Narayana B R, and N. S Kumar. "Validation of Ultimate Load Capacity Using Nastran on Hybrid Double Skin." International Journal of Science and Research (IJSR) 7, no. 7 (2018): 322–25. https://doi.org/10.21275/art20183819.

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19

Abdullah, Mazen D., Mustafa Sheriff, and Aqeel Hateem. "Flexural Strength of Reinforced Concrete Two way Slabs Strengthened and Repaired by High Strength Ferrocement at Tension Zone." Wasit Journal of Engineering Sciences 5, no. 1 (2017): 104–19. http://dx.doi.org/10.31185/ejuow.vol5.iss1.68.

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This paper presents a study of the flexural behavior of strengthened and repaired reinforced concrete two slabs by ferrocement layers. This study included testing 11 simply supported two way slabs, which include 1 control slabs, 8 strengthened slabs and 2 repaired slabs. In the strengthened slabs the effect of the thickness of ferrocement layers, the compressive strength for mortar and number of wire mesh layers of ferrocement on the ultimate load, mid span deflection at ultimate load and intensity of cracks was investigate. In the repaired part the slabs were loaded to (74 %) of measured ulti

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20

Kurgan, P. G., and S. P. Kurgan. "ULTIMATE ELONGATION OF CONCRETE." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 1, no. 48 (2017): 72–80. http://dx.doi.org/10.26906/znp.2017.48.779.

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It is shown the results of experimental studies of the deformation and concrete fracture process under the axial tension and under the conditions of non-homogeneous state of stress when changing the deformation gradient over the cross section. The test samples were loaded by the short duration load to the point of structural and with load alleviation under the stresses close to destruction. The basic influencing factors on the ultimate elongation of studied types of concrete are found out and the analytical dependences for their description are proposed. The experiments have shown that under t

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21

Hoe, Tan Teck, and Lewis C. Schmidt. "Ultimate Load Behaviour of a Barrel Vault Space Truss." International Journal of Space Structures 2, no. 1 (1987): 1–10. http://dx.doi.org/10.1177/026635118700200101.

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The ultimate load capacity of a single-layer barrel vault space truss is investigated both experimentally and theoretically. The vault has a novel bracing system in that the diagonal bracing members are out of the plane of the chords, forming a pyramid system with each base in the plane of the chords. The test model is constructed from steel tubes with all-welded joints. Under an unsymmetrical patch load the vault is seen to perform well, as it is able to develop the axial load capacity of the struts, without the need for them to act in flexure. A local mechanism operates in the region of the

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22

Tian, Pan-Pan, Hong-Xing Qiu, Zhou-Zhou Liang, and Jian Sun. "Reliability-based assessment of flexural timber components with ultimate deflection performance." Advances in Structural Engineering 23, no. 16 (2020): 3469–80. http://dx.doi.org/10.1177/1369433220940146.

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Assessing the deflection performance of existing flexural timber components is of paramount importance for making better, reliable, and substantiated decisions. The main purpose of this article is to propose four-level reliability index β and deflection criteria for updating existing flexural timber components (main beam, joist, purlin, and rafter) based on long-term deflection probabilistic model, limit state functions, and load combinations. The long-term deflection probabilistic model was obtained through creep deflection and short-term deflection model. Limit state functions were considere

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23

Khalil, M. S. "Nonlinear analysis of cable-stayed bridges at ultimate load level." Canadian Journal of Civil Engineering 23, no. 5 (1996): 1111–17. http://dx.doi.org/10.1139/l96-918.

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Cable-stayed bridges have unique characteristics which require unique treatment in their analysis, design, and construction. This paper discusses some of these characteristics and presents proposed means of solving the associated problems. The paper discusses the nonlinear behaviour of the cable-stayed system, the load factors required for the analysis of that type of bridge, the manner of application of the loads, and the analysis under factored loads. The paper presents the results of the analysis of the ALRT cable-stayed bridge in Vancouver, Canada. Key words: cable-stayed, bridges, nonline

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24

AL – Jurmaa, Majid A. "Predicting the Ultimate Load Capacity of R.C. Beams by ANN." Tikrit Journal of Engineering Sciences 18, no. 1 (2011): 56–66. http://dx.doi.org/10.25130/tjes.18.1.05.

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The present study deals with the use of artificial neural networks ANN in predicting the ultimate load capacity of reinforced concrete beams. The data is collected from the numerical solution by finite element method of the simply supported beams with various properties, under the action of two point loads, symmetrically with the center. The data were arranged in a format such that input parameters cover the geometrical, reinforcements ratio and properties of beams and the corresponding output is the ultimate (failure) load.Results were compared with the available methods in the literature. It

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25

Wang, Xin Quan, Xin Jiang Wei, An Yuan Liu, Juan Liao, and Lian Wei Ren. "Research on Settlement and Bearing Capacity of Y-Section Pile Considering Abnormality Effect." Advanced Materials Research 838-841 (November 2013): 935–39. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.935.

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The side friction of Y-section pile is non-uniform distributed along its inverted arch arc, the load - settlement law of Y-section pile distinguishes to the traditional piles' as there is abnormality effect of side friction. Computation theory of settlement and ultimate bearing capacity needs to be studied. Calculate the settlement under different loads based on the model of skin friction, ultimate tip resistance and additional stress coefficient, and then predict ultimate bearing capacity by loads-settlement laws, the theoretical values of settlement and ultimate bearing capacity are in good

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26

Paik, Jeom Kee, Anil K. Thayamballi, and Bong Ju Kim. "Advanced Ultimate Strength Formulations for Ship Plating Under Combined Biaxial Compression/Tension, Edge Shear, and Lateral Pressure Loads." Marine Technology and SNAME News 38, no. 01 (2001): 9–25. http://dx.doi.org/10.5957/mt1.2001.38.1.9.

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The aim of the present study is to develop more advanced design formulations for the ultimate strength of ship plating than available at present. Plate ultimate strength subject to any combination of the following four load components—longitudinal compression/tension, transverse compression/tension, edge shear, and lateral pressure loads—is addressed. The developed formulations are designed to be more sophisticated than existing theoretically based simplified methods. The influence of post-weld initial imperfections in the form of initial deflections and residual stresses is taken into account

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27

Wang, Yi, Jun Wang, Donghui Zhao, Gangarao Hota, Ruifeng Liang, and David Hui. "Flexural Behavior of Insulated Concrete Sandwich Panels using FRP-Jacketed Steel-Composite Connectors." Advances in Materials Science and Engineering 2022 (November 2, 2022): 1–25. http://dx.doi.org/10.1155/2022/6160841.

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This study presented the experimental and theoretical results of insulated concrete Sandwich panels with innovative dumbbell-shaped steel fiber-reinforced polymer (FRP) composite bar (SFCB) connectors under flexural load. The influences of FRP thickness and raised thickness of dumbbell ends of connectors, axial compression ratio, the content of vitrified microspheres in the wythes, and loading direction were discussed. The increase in thickness of a glass FRP (GFRP) jacket on the hybrid bar from 2 to 3 mm led to increased initial cracking load, ultimate load, and flexural stiffness of the Sand

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28

Younis, Basheer, Khudhair Thamer, and Firas Kazimahomedov. "Computerized method for estimation of ultimate load of piles." MATEC Web of Conferences 230 (2018): 02002. http://dx.doi.org/10.1051/matecconf/201823002002.

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A new method was established to estimate the ultimate load, which is utilized in the assessment of pile test. In the present study twenty five reports of failure test piles (28.5 x 28.5 cm in dimensions, 12 m in depth and the working load was 40 ton) of Um-Alqura Mosque project were studied in according to their loading and settlement. The (mean ± SD) of the pile settlement for each load of all piles studied were determined, and the results obtained were utilized to generate the equation that correlates between the load and settlement using (4th degree polynomial fit graph). The equation obtai

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29

Dawe, J. L., and G. G. Aridru. "Prestressed concrete masonry walls subjected to uniform out-of-plane loading." Canadian Journal of Civil Engineering 20, no. 6 (1993): 969–79. http://dx.doi.org/10.1139/l93-128.

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Two series of post-tensioned concrete masonry walls subjected to uniform lateral loading were tested to investigate their flexural strength behaviour. Each series of walls consisted of four full-scale prestressed specimens, with varying levels of prestressing force, and one reinforced specimen. Of particular interest were the load–deflection curves, initial cracking loads, wall stiffness, crack patterns, and ultimate failure loads. An air bag test apparatus was used for applying lateral uniform pressures to the specimens. Results of this experimental investigation showed that, for a given wall

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30

Di Laora, R., R. M. S. Maiorano, and S. Aversa. "Ultimate lateral load of slope-stabilising piles." Géotechnique Letters 7, no. 3 (2017): 237–44. http://dx.doi.org/10.1680/jgele.17.00038.

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31

KOSA, Kenji, Yasuo FUJII, Takashi MIZUTA, and Shuji MORITA. "Ultimate Behavior of Footing under Earthquake Load." Doboku Gakkai Ronbunshu, no. 655 (2000): 63–73. http://dx.doi.org/10.2208/jscej.2000.655_63.

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32

Czarnecki, R. Martin, Miguel A. Manrique, and Sujit K. Samaddar. "Ultimate Load Capacities of Expansion Anchor Bolts." Journal of Energy Engineering 119, no. 2 (1993): 139–58. http://dx.doi.org/10.1061/(asce)0733-9402(1993)119:2(139).

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33

Bathon, Leander, Wendelin H. Mueller, and Leon Kempner. "Ultimate Load Capacity of Single Steel Angles." Journal of Structural Engineering 119, no. 1 (1993): 279–300. http://dx.doi.org/10.1061/(asce)0733-9445(1993)119:1(279).

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34

Chhabra, S. J., S. J. Fang, Seshu Madhava Rao Adluri, and Murty K. S. Madugula. "Ultimate Load Capacity of Single Steel Angles." Journal of Structural Engineering 121, no. 1 (1995): 140–41. http://dx.doi.org/10.1061/(asce)0733-9445(1995)121:1(140).

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35

Tin-Loi, F., L. Qi, Z. Wei, and R. S. Womersley. "Stochastic ultimate load analysis:models and solution methods1." Numerical Functional Analysis and Optimization 17, no. 9-10 (1996): 1029–43. http://dx.doi.org/10.1080/01630569608816740.

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36

Iványi, Miklós. "Ultimate load behaviour of steel-framed structures." Journal of Constructional Steel Research 21, no. 1-3 (1992): 5–42. http://dx.doi.org/10.1016/0143-974x(92)90017-9.

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37

Elias, Guilherme Cássio, Luiz Henrique de Almeida Neiva, Arlene Maria Cunha Sarmanho, Vinícius Nicchio Alves, and Ana Flávia Barbosa e Castro. "Ultimate load of steel storage systems uprights." Engineering Structures 170 (September 2018): 53–62. http://dx.doi.org/10.1016/j.engstruct.2018.05.078.

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38

TAKAYAMA, Mineo, Keiko MORITA, and Hideyuki TADA. "ULTIMATE LOAD CAPACITY OF NATURAL RUBBER BEARINGS." Journal of Structural and Construction Engineering (Transactions of AIJ) 61, no. 482 (1996): 43–51. http://dx.doi.org/10.3130/aijs.61.43_1.

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39

Xi, Ying, and J. S. Kuang. "Ultimate Load Capacity of Cable-Stayed Bridges." Journal of Bridge Engineering 4, no. 1 (1999): 14–22. http://dx.doi.org/10.1061/(asce)1084-0702(1999)4:1(14).

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40

Chen, Kui, Linhao Zhang, and Xianqiao Wang. "Study on Bond Anchorage Behavior of Small-Diameter Rebar Planting under Medium and Low Cycle Fatigue Loads." Applied Sciences 13, no. 13 (2023): 7784. http://dx.doi.org/10.3390/app13137784.

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In this paper, we describe how, through the combination of field testing and finite element simulation, the bonding and anchoring performance of small-diameter rebar under the action of medium and low cycle fatigue load was studied and the corresponding conclusions were obtained: ① Through the test, the performance parameters of the 6 mm and 8 mm rebar planting specimens were obtained after the rebar was subjected to 10,000, 50,000 and 100,000 times of medium and low cycle fatigue loading at depths of 10d, 15d and 20d. The analysis shows that the medium and low cycle fatigue load has a signifi

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41

Jiang, You Bao, and Ming Wu Xie. "Research on Bearing Capacity Calculation of Parabolic Steel Arch Structure under Full-Span and Half-Span Loading." Applied Mechanics and Materials 351-352 (August 2013): 845–48. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.845.

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The current Chinese design specification of steel arch structure lacks full of bearing performance when checking its in-plane stability under asymmetric load. In order to overcome this disadvantage, the nonlinear finite element method was used for the ultimate load analysis of parabolic steel arch structure under full-span and half-span loads with different combination ratio. The calculated results show that ultimate load based on the specification is close to that based on the finite element analysis of model with geometrical defects; but is quite different from that based on the finite eleme

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42

Kurniadhi, Rizki, Hary Christady Hardiyatmo, and Fikri Faris. "Comparison of Field Ultimate Capacity (Static and Dynamic Load Test) with the Analytic Design of Bored Pile in Granular Soil, Batam, Indonesia." Jurnal Teknik Sipil dan Perencanaan 25, no. 2 (2023): 211–17. http://dx.doi.org/10.15294/jtsp.v25i2.45485.

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A bored pile provides a large capacity obtained to toe and friction pile to support some loads such as axial, lateral, and tensile due to hydrostatic pressure or overturning moment. Static and dynamic load tests are often carried out to validate pile design before pile production in a project. This study aims to compare the ultimate capacity of the pile based on the result of static load test, dynamic load test, and pile design in granular soil of Batam, Indonesia, in which Chin-Kondner, Mazurkiewicz, Davisson, and Hansen 80% methods are utilized to obtain ultimate capacity (Qu) of static load

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43

Al-Shakarchi, Yousif J., Mohammed Yousif Fattah, and Ihsan K. Kashat. "BATTER PILES UNDER INCLINED COMPRESSIVE LOADS." Journal of Engineering 8, no. 03 (2003): 289–301. http://dx.doi.org/10.31026/j.eng.2002.03.03.

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The behaviour of batter piles under inclined compressive loads is of considerable importance,yet, not enough information is available in literature on the subject. The tests canied out in this paper were performed on a single inclined pile under various load inclinations in sand. The results indicate that the highest ultimate compressive load for vertical pile occurs at (30) load inclination. At small load inclinations, a positive batter pile has greater ultimate compressive load than that of a negative batter pile. The trend changes at higher Ioad inclinations. The slip surface analysis is re

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Liu, Xueying, Xiaoyu Bai, Mingyi Zhang, Yonghong Wang, Songkui Sang, and Nan Yan. "Load-Bearing Characteristics of Large-Diameter Rock-Socketed Piles Based on Ultimate Load Tests." Advances in Materials Science and Engineering 2020 (July 26, 2020): 1–12. http://dx.doi.org/10.1155/2020/6075607.

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As part of a large converter project in Shandong Province, vertical static load tests and internal force tests were conducted on three large-diameter rock-socketed piles, their load transfer mechanism was clarified, and the ultimate side resistance and ultimate resistance performance characteristics of the rock-socketed sections were analyzed. The test results showed that the three test piles were damaged under maximum loading, the Q-s curve exhibited a steep drop, the pile compression was around 1.2 times the pile diameter, and the bearing capacity of a single pile did not meet the design req

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Mahmoud, Thamir K., and Qassim Ali Husain Al-Quraishy. "EXPERIMENTAL AND THEORETICAL INVESTIGATIONS FOR BEHAVIOR OF PRECAST CONCRETE GIRDERS WITH CONNECTIONS." Journal of Engineering 18, no. 05 (2023): 621–38. http://dx.doi.org/10.31026/j.eng.2012.05.07.

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This research presents experimental and theoretical investigation of 15 reinforced concrete spliced and nonspliced girder models. Splices of hooked dowels and cast in place joints, with or without strengthening steel plates were used. Post-tensioning had been used to enhance the splice strength for some spliced girders. The ANSYS computer program was used for analyzing the spliced and non-spliced girders. A nonlinear three dimensional element was used to represent all test girders. The experimental results have shown that for a single span girder using steel plate connectors in the splice zone

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Liu, Yang, Da Wang, and Yi Zhou Zhu. "Analysis of Ultimate Load-Bearing Capacity of Long-Span CFST Arch Bridges." Applied Mechanics and Materials 90-93 (September 2011): 1149–56. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1149.

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In order to study the ultimate load-bearing capacity of the long-span concrete-filled steel tubular (CFST) arch bridge with fly-bird-type, the ANSYS finite element program was used to establish its special model, and to study ultimate load-bearing capacity of this bridge with three different methods. The constitutive relation factors of concrete-filled steel tubular was taken into consideration including confining effect ultimate load coefficients, failure modes, and load-displacement curves of this bridge under different cases. The result indicate that the ultimate load-bearing capacity of th

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Zhang, Weilong, Jinju Cui, and Deyu Wang. "A Two-Step Approach for Evaluating the Dynamic Ultimate Load Capacity of Ship Structures." Journal of Marine Science and Engineering 12, no. 2 (2024): 219. http://dx.doi.org/10.3390/jmse12020219.

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One important parameter for evaluating the safety and reliability of a ship is o the dynamic ultimate load capacity of ship structures. Because of the importance of this parameter, its determination is essential. In this paper, a novel “two-step” approach for determining the dynamic ultimate load capacity of ship structures is proposed. The main idea of two-step approach is to determine the dynamic ultimate load capacity based on the static ultimate load capacity after accounting for impacts that cause strain on the ship structures. This approach is based on nonlinear finite element method. He

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Wang, Long Fei. "Study on Ultimate Load-Carrying Capacity of Long-Span Composite Girder Cable-Stayed Bridge with Three Pylons." Advanced Materials Research 243-249 (May 2011): 1952–56. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1952.

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Taking a long-span composite girder cable-stayed bridge with three pylons under construction as the object of research, this paper establishes a three-dimensional finite element model of a bridge considering the geometric nonlinearity, material nonlinearity and interface slip effect in composite girder, and analyzes the failure loads and failure modes of the structure at bearing capacity limited state. The results show that the ultimate load-carrying capacity is high at bearing capacity limited state, load case whose live load acts on one main span is more unfavorable, and according to the str

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Meyerhof, G. G., V. V. R. N. Sastry, and A. S. Yalcin. "Lateral resistance and deflection of flexible piles." Canadian Geotechnical Journal 25, no. 3 (1988): 511–22. http://dx.doi.org/10.1139/t88-056.

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The ultimate lateral resistance and the groundline lateral deflections under working loads of freestanding single model piles and small pile groups, of various materials and different embedded lengths, subjected to horizontal load have been investigated. The test results of piles of various stiffnesses in sand and clay are compared with theoretical analyses based on the concept of an effective embedment depth in terms of the behaviour of equivalent rigid piles. Key words: clay, piles, displacements, lateral load, lateral resistance, pile stiffness, sand, ultimate load.

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Huang, Zheng-Ming. "Ultimate Response of Composite Cylinders Under Flexural Load." Journal of Applied Mechanics 72, no. 3 (2003): 313–21. http://dx.doi.org/10.1115/1.1867990.

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Composite cylinders are generally used as primary load carrying structures. Their constitutive behavior up to failure is crucial for a critical design. This paper focuses on the ultimate flexural strength of a polymer based composite cylinder subjected to bending. In such a case, the outmost filament of the cylinder subjected to the maximum bending stress fails the first. The complexity, however, lies in the fact that the failure of this outmost filament generally does not correspond to the ultimate failure. Additional loads can still be applied to the cylinder and a progressive failure proces

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