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Journal articles on the topic 'Slip connection'

Author: Grafiati

Published: 24 September 2021

Last updated: 30 July 2025

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1

Mauer, Frederick, D. Lance Bullard, Dean C. Alberson, and Wanda L. Menges. "Development and Testing of Steel U-Channel Slip Safe Sign Support." Transportation Research Record: Journal of the Transportation Research Board 1599, no. 1 (1997): 57–63. http://dx.doi.org/10.3141/1599-07.

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Researchers at Texas Transportation Institute designed a Slip Safe connection for use with steel U-channel sign-support structures within the highway right-of-way. The Slip Safe connection has two design configurations: a small Slip Safe design for single U-channel posts and a larger Slip Safe for back-to-back U-channel posts. Both configurations utilize Rib-Bak U-channel posts weighing up to 5.9 kg/m manufactured from 552-MPa yield billet steel. The Slip Safe is designed for use in a range of soil types with up to three supports per installation. There are two advantages of this Slip Safe des

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2

Zhu, Mei Chun, Yan Jun Jiang, Guo Biao Lou, and Guo Qiang Li. "Test on Slip Coefficient of High-Strength Bolted Slip-Critical Connections after Fire." Applied Mechanics and Materials 351-352 (August 2013): 1368–71. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1368.

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Fire safety is a major concern with steel structures. Actually, steel structures were not fatally destroyed in most cases of fire. These damaged steel structures may be reused after structural inspection, safety appraisal and necessary repair. Bolted connections are the most widely used connection in steel structures. Slip coefficient is a key parameter to calculate the slip bearing capacity of bolted slip-critical connections. Currently there are few research results available about slip coefficient of bolted slip-critical connections after fire. To obtain the effect of heating and cooling on

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3

Li, Chengyu, Qi Liu, and Gongwen Li. "Seismic Behavior of Steel Column Base with Slip-Friction Connections." Materials 13, no. 18 (2020): 3986. http://dx.doi.org/10.3390/ma13183986.

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Traditional rigid column base connections are damaged to different degrees after an earthquake and the damage is generally nonrecoverable. Thus, the cost of repairing or dismantling is quite high. A new type of slip-friction column base connection is proposed in this paper, which aims to replace the yielding energy dissipation of the traditional column base connection by the sliding friction energy dissipation between the arc endplates, thus achieving the design objective of damage-free energy dissipation. Finite element simulation was conducted to study the hysteretic performance of the propo

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4

Lee, Kang Min, Keun Yeong Oh, Liu Yi Chen, and Rui Li. "Effects of Different Bolted Connection Types on Seismic Performance of Column-Tree Steel Moment Connections." Advanced Materials Research 753-755 (August 2013): 581–84. http://dx.doi.org/10.4028/www.scientific.net/amr.753-755.581.

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This paper experimentally presents the effects of different bolted connection types on the seismic performance of column-tree steel moment connections used in moment resisting frames. Two full scale test specimens were fabricated and tested: one specimen with slip critical bolted beam splices and the other one with bearing type bolted beam splices. The bearing type splice specimen was expected an improved deformation capacity by means of bolt slippage. The experimental results showed that the slip critical splice specimen successfully developed ductile behavior without brittle fracture until 5

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5

Yoon, Tae-Hyun, Tae-Sung Eom, Chul-Goo Kim, and Su-Min Kang. "Behavior of Longitudinal Plate-to-Rectangular Hollow Structural Section K-Connections Subjected to Cyclic Loading." Applied Sciences 10, no. 11 (2020): 3793. http://dx.doi.org/10.3390/app10113793.

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This study investigated the behavior of longitudinal plate-to-rectangular hollow section (RHS) K-connections to which concrete-filled composite branch members were jointed. At the connections, longitudinal plates with or without chord face stiffener were welded to the RHS chord member and the branch members were connected to the longitudinal plates by bolting (slip-critical connection). Cyclic tests were performed for three longitudinal plate-to-RHS K-connection specimens. The tests showed that the connection behavior was dominated by the plastification of the thin chord face and by the slip a

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6

Lu, Wen-Wu, Yu-Wei Chen, Ji-Gang Xu, et al. "Prediction on Slip Modulus of Screwed Connection for Timber–Concrete Composite Structures Based on Machine Learning." Buildings 15, no. 14 (2025): 2458. https://doi.org/10.3390/buildings15142458.

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Screwed connections are widely adopted in timber–concrete composite (TCC) structures. Owing to the diverse connection configurations and complex shear mechanisms, existing empirical models or theoretical formulas cannot accurately and efficiently predict the shear modulus of a screwed connection. Therefore, this study develops machine learning (ML) algorithms to accurately predict the slip modulus. A data set including 222 sets of testing results was established by collecting the values of the slip modulus and associated ten features. Four ML methods, including decision tree (DT), random fores

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7

Rajanayagam, Heshachanaa, Tharaka Gunawardena, Priyan Mendis, et al. "Experimental and Numerical Study on Shear Behaviour of Bolted Inter‐Modular Connection." ce/papers 6, no. 3-4 (2023): 1375–80. http://dx.doi.org/10.1002/cepa.2606.

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AbstractThis study presents a comprehensive evaluation of the shear behaviour of bolted intermodular connections under lateral load using theoretical, experimental, and numerical approaches. Three design configurations with varying bolt sizes and hole tolerances of the proposed bolted intermodular connection were established and tested under lateral load to study their shear slip resistance. 3D finite element models in ANSYS were then developed and validated against the load‐deformation behaviour from the experiment. The validated models were then used for the comprehensive analysis of the con

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8

Peng, Yang, Wei Chen, Zhe Wu, Jun Zhao, and Jun Dong. "Experimental Study on the Performance of GFRP–GFRP Slip-Critical Connections with and without Stainless-Steel Cover Plates." Applied Sciences 10, no. 12 (2020): 4393. http://dx.doi.org/10.3390/app10124393.

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Composite structures have become increasingly popular in civil engineering due to many advantages, such as light weight, excellent corrosion resistance and high productivity. However, they still lack the strength, stiffness, and convenience of constructions of fastener connections in steel structures. The most popular fastener connections in steel structures are slip-critical connections, and the major factors that influence their strength are the slip factors between faying surfaces and the clamping force due to the prevailing torque. This paper therefore examined the effect that changing the

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9

Mantik, Justus, Ralf Glienke, Christian Denkert, et al. "Use of adhesives in preloaded bolted connections for hot‐dip galvanised constructions." ce/papers 6, no. 3-4 (2023): 1325–31. http://dx.doi.org/10.1002/cepa.2247.

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AbstractFatigue loaded structures in steel construction, e. g. bridges and towers of wind turbines, are preferably executed with slip‐resistant connections since these connections are generally regarded as fatigue resistant. Nevertheless, the transferable shear loads are limited by the slip factor and the preload level in the bolts. With additionally applied adhesive on the friction surfaces, the so‐called preloaded hybrid connection is formed. The related increase in load capacity considering various manufacturing influences is presented in the following article.

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10

Wang, Zhiyuan, Feng Wang, and Huihui Liu. "Digital Image Correlation-Based Investigation of the Shear Performance of Connection Systems of Assembled Bamboo Scrimber–Lightweight Concrete Composite Beams." Materials 17, no. 13 (2024): 3268. http://dx.doi.org/10.3390/ma17133268.

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To investigate the shear performance of assembled bamboo scrimber (BS)-lightweight concrete (LC) connection systems, three groups of nine BS-LC shear connections were fabricated in this work using BS, LC, dowels, and grout. The experimental parameters included the dowel diameter and fabrication process (cast-in-place vs. assembly). Push-out tests were conducted on the specimens, and traditional linear variable displacement transducer (LVDT) measurements and the advanced digital image correlation (DIC) technique were employed to determine performance indicators such as the cross-section slip of

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11

Xia, Jun, Z. Shen, and Bin Chen. "Dynamic Analysis of Steel-Concrete Composite Frames with Partial Interaction." Advanced Materials Research 594-597 (November 2012): 904–7. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.904.

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The finite element formulations of steel-concrete composite (SCC) beams considering interlayer slip with end shear restraint were established. Free vibrations of SCC beams and frame structures under different slip boundary conditions were examined. The influences of the shear connection stiffness and the slip boundary condition on dynamic characteristics were analyzed. It is shown that the low order 8-DOF element may exhibit slip locking phenomenon in free vibration analysis for very stiff connection. The free vibration frequencies of composite beams and frame structures increase with the shea

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12

Zhang, Xu Hong, He Wu, and Jian Ping Cao. "Slipping Effects of Simple Combination Beam under the Action of Negative Bending Moment." Advanced Materials Research 243-249 (May 2011): 1117–21. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1117.

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A numerical study on slip effect of simply supported composite beams under negative bending moment is conducted by means of finite element program of ANSYS based on the feasibility verification of ANSYS. The research contents include: slip distribution rules; slip effect on deflection in service stage and ultimate bearing capacity; relationship between slip effect and shear connection、lognitudinal percentage of reinforcement and working behavior of composite beams with partial shear connection under negative bending moment .

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13

Duan, Jin Xi, and Z. Shen. "Elastic Seismic Response of Steel-Concrete Composite Frames with Partial Interaction." Applied Mechanics and Materials 268-270 (December 2012): 729–32. http://dx.doi.org/10.4028/www.scientific.net/amm.268-270.729.

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The finite element formulations of steel-concrete composite (SCC) beams considering interlayer slip with end shear restraint is established. Elastic seismic response of SCC frame structures under different shear connection stiffness and slip boundary conditions are examined. The influences of the shear connection stiffness and the slip boundary condition on elastic seismic response are analyzed. With the shear connection stiffness increasing, the free vibration frequencies increase and the seismic responses decrease. The natural vibration properties of SCC frame structures and seismic response

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14

Georgiev, Tzvetan. "Practical issues in slip-resistant bolted connections for steel structures." Gradjevinski materijali i konstrukcije, no. 00 (2025): 28. https://doi.org/10.5937/grmk2400015g.

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The application of slip-resistant bolted connections is necessary to prevent the contribution of slippage due to bolt-hole-diameter clearances in the lateral displacements of high-rise steel-braced frames or other high-rise structures. The safety and reliability of these connections rely on the reliable value of the slip factor in calculations. Despite the clear guidelines provided by European standards for connection design and execution, certain issues frequently arise in current construction practices. In this article, the author investigates two cases he found in his practice. For that rea

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15

Zhang, Xian, Yingchun Xie, Peng Lyu, Donghong Ning, and Zhixiong Li. "Study on Vibration Characteristics of Multi-Beam Structures with Stick and Slip at Joints." Applied Sciences 15, no. 3 (2025): 1141. https://doi.org/10.3390/app15031141.

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Stick–slip phenomena may manifest at the joints during cyclic vibrations in beam structures connected by some forms of joint. This work incorporates the sticking–slip effect of joint connections into the dynamic analysis framework of multi-beam structures through changes in friction forces. The system characteristic equation is solved using the incremental harmonic balance method, the vibration characteristics of the connected structure are explored through the dynamic response, and the accuracy of the model established in this paper is verified through experiments. The equivalent stiffness an

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16

Melosh, R. J., Rodrigo Araya, Charbel Farhat, et al. "Scelernomic analysis of structures considering connection slip." Finite Elements in Analysis and Design 2, no. 3 (1986): 241–47. http://dx.doi.org/10.1016/0168-874x(86)90028-4.

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17

Sjaarda, Matthew, Scott Walbridge, and Jeffrey S. West. "Assessment of Shear Connection through Composite Beam Modeling." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 41 (2018): 177–85. http://dx.doi.org/10.1177/0361198118781685.

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Steel-concrete composite construction is used extensively in bridges across North America. The welded shear stud is the standard connector used today, but other connectors, such as the through-bolt connector, may have advantages for precast construction or applications where better fatigue resistance or deconstructability is desired. The standard method of assessing the performance of a shear connector is through the use of push tests. However, the load-slip curves that result from these tests do not accurately predict load-slip behavior at the shear interface of the beams and girders they are

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18

Lee, Dong-Seok, Shoichi Kishiki, Satoshi Yamada, Takanori Ishida, and Yu Jiao. "Experimental Study of Low-Cycle Fatigue Behavior of a Welded Flange-Bolted Web Connection in Steel Moment-Resisting Frames." Earthquake Spectra 34, no. 4 (2018): 1829–46. http://dx.doi.org/10.1193/062617eqs131m.

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This paper describes an experimental investigation of the low-cycle fatigue (LCF) behavior of welded flange-bolted web (WFBW) connections, which are commonly employed in high-rise steel moment-resisting frames (MRFs) in Japan. The main parameters investigated in this study were (1) bolt configuration of the web connection and (2) steel grade. According to test results, LCF capacity depends on the slip behavior of different bolt configurations, even at relatively minor inelastic rotations. Slip behavior effects can be evaluated by the yield strength of the shear plate or the slip-critical stren

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19

Hui, Lian, Guo Xin Li, Yi Liang Peng, and Shan Jing Xia. "The Effects of Two Anti-Corrosion Processing Mode on the against Slip Coefficient between Friction Surface of High-Strength Bolts Connection." Advanced Materials Research 594-597 (November 2012): 1046–49. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1046.

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Both hot-dip coating and zinc-rich coating can improve the longevity of the steels, but the coarseness of the steels covered the different coating will be different. The steels with the two coatings, a sort of hot-dip high-strength bolts connection were used to study the against slip coefficient between frictions. The results show that a higher against slip coefficient between frictions of high-strength bolts connection with zinc-rich coating was obtained. When MoS2was used on the hot-dip high-strength bolts, the standard deviation of the torque coefficient of the bolt connection pairs was dec

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20

Gong, Jianwu, Xingxing Zou, Han Shi, Cheng Jiang, and Zhaochao Li. "Numerical Investigation of the Nonlinear Composite Action of FRP-Concrete Hybrid Beams/Decks." Applied Sciences 8, no. 11 (2018): 2031. http://dx.doi.org/10.3390/app8112031.

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Interfacial slip can cause rigidity degradation and stress concentration in fiber-reinforced polymer-concrete hybrid beam (FCHB). Therefore, precisely evaluating the composite action between fiber-reinforced polymer (FRP) and concrete of FCHB plays a pivotal role in structural analysis and design. Previous push-out tests showed that most connections for FCHB behave nonlinearly in load-slip relationships even at a low load level. However, existing analytical equations have their limitations due to the assumption of linear load-slip interfacial relationship which is not suitable for FCHB. The or

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21

Qiang, Xuhong, Delin Zhang, Yapeng Wu, and Xu Jiang. "Perspectives on Adhesive–Bolted Hybrid Connection between Fe Shape Memory Alloys and Concrete Structures for Active Reinforcements." Applied Sciences 14, no. 19 (2024): 8800. http://dx.doi.org/10.3390/app14198800.

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The prestressed active reinforcement of concrete structures using iron-based shape memory alloys (Fe-SMAs) is investigated in this experimental study through three connecting methods: adhesive–bolted hybrid connection, bolted connection, and adhesively bonded connection by activating at elevated temperatures (heating and cooling) and constraining deformation to generate prestress inside Fe-SMAs, through which compressive stress is generated in the parent concrete structures. In tests, the Fe-SMA is activated at 250 °C using a hot air gun, generating a prestress of 184.6–246 MPa. The experiment

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22

Yu, Liang, and Karl H. Frank. "Experimental Study of Bolted Connection Strength at Elevated Temperatures." Engineering Journal 46, no. 3 (2009): 137–48. http://dx.doi.org/10.62913/engj.v46i3.958.

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Single bolt (A325) connections were tested at temperature up to 800 C (1472 F) to investigate the effect of temperature upon their bearing capacity. Significant stiffness and strength losses were found between 400 C (752 F) and 800 C (1472 F). The failure mode changes from bearing to bolt shear between 300 C (572 F) and 400 C (752 F). Two-bolt (A490) connections are tested from ambient temperature to 800 C (1472 F) to study the effect of temperature upon the block shear capacity. Both the stiffness and the strength of the two-bolt connections decrease between 400 C (752 F) and 800 C (1472 F).

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23

Manojlović, Dragan, Andrija Rašeta, Vladimir Vukobratović, et al. "Simulation of Load–Slip Capacity of Timber–Concrete Connections with Dowel-Type Fasteners." Buildings 13, no. 5 (2023): 1171. http://dx.doi.org/10.3390/buildings13051171.

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Quality assessment of stiffness and load-carrying capacity of composite connections is of great importance when it comes to designing timber–concrete composite structures. The new European regulation intended explicitly for timber–concrete structures has made a significant contribution to this field, considering that until today there was no adequate design standard. Due to the proposed general expressions for determining the stiffness and load-carrying capacity of composite connections made with dowel-type fasteners, which are incapable of describing most of the commonly applied fasteners, en

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Aminuddin, Kiagus, Anis Saggaff, Mahmood Md Tahir, et al. "Analytical and Experimental Investigation on Slip-in Gusset Plate Connection for Double C-channel Sections of Cold-formed Steel." Open Civil Engineering Journal 13, no. 1 (2019): 210–17. http://dx.doi.org/10.2174/1874149501913010210.

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Background: Beam-column connections are one of the most important parts of each building, which influence local/global behaviour of structures under vertical and lateral loads. From a practical point of view, a desirable connection is one that can be implemented conveniently in the construction site. For this reason, the connection with the gusset plate and bolts is one of the most commonly used connections to join structural members together. The application of this type of connection with cold-formed steels has not gotten enough attention in the literature and needs more investigation. Objec

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Shi, Benkai, Yongqing Dai, Haotian Tao, and Huifeng Yang. "Shear performances of hybrid notch-screw connections for timber-concrete composite structures." BioResources 17, no. 2 (2022): 2259–74. http://dx.doi.org/10.15376/biores.17.2.2259-2274.

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This paper presents the push-out experimental results of hybrid notch-screw (HNS) connections for timber-concrete composite structures. A total of 7 groups of specimens were designed and tested. The experimental parameters included the loading constraint conditions (i.e., the test specimens were loaded either in local compression or in uniform compression), shapes of notches in the wood, screw number in notch, notch width, and the inclusion of a self-tapping screw reinforcement for timber or not. The experimental results were discussed in terms of failure modes, ultimate strength, slip moduli,

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Roh, Gi-Tae, Nhung Vu, Chi-Ho Jeon, and Chang-Su Shim. "Augmented Data-Driven Machine Learning for Digital Twin of Stud Shear Connections." Buildings 14, no. 2 (2024): 328. http://dx.doi.org/10.3390/buildings14020328.

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Existing design codes for predicting the strength of stud shear connections in composite structures are limited when adapting to constant changes in materials and configurations. Machine learning (ML) models for predicting shear connection are often constrained by the number of input variables, resembling conventional design equations. Moreover, these models tend to overlook considerations beyond those directly comprising the connection. In addition, the data used in ML are often biased and limited in quantity. This study proposes a model using AutoML to automate and optimize the process for p

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Krotov, Sergey V., Dmitriy P. Kononov, and Alexander P. Buynosov. "Piecewise linear regression for estimating slip zones." Transport of the Urals, no. 1 (2024): 30–34. http://dx.doi.org/10.20291/1815-9400-2024-1-30-34.

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A strong connection between a wheel and an axle is an important parameter for the load-bearing capacity of a wheelset. While operating mutual slip zones of the wheel and axle reduce the reliability of the connection and their direct measurement is not possible. The article examines the admissibility of using piecewise linear regression with a breakpoint to predict the state of a press connection in which slip zones can reach significant values. This is a danger for traffic safety especially while running rolling stock with increased axle loads. The wheelset parameter is calculated using the fi

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Zheng, Tengteng, Caiqi Zhao, and Yikang Zhang. "Experimental and Theoretical Study on the Interface Mechanical Performance of Aluminum–Timber Composite Connections." Buildings 14, no. 8 (2024): 2486. http://dx.doi.org/10.3390/buildings14082486.

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The interface mechanical performance between aluminum alloy and timber is the key to ensure that the two work together. In this study, 11 group connection performance tests were carried out to investigate the influence of connection type (shear bolt connection, epoxy resin adhesive connection, and mixed connection), number and spacing of bolts, thickness, and length (the area of incidence of the adhesive in the structure) of epoxy resin adhesive on the interface shear-resistant capacity of aluminum–timber composite connections. The shear performance of the three kinds of connections were studi

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Zhang, Tianxiong, Yidu Bu, Yuanqing Wang, Zhihua Chen, and Wei He. "Experimental Study on the Slip Behaviour of Stainless Steel High-Strength Bolted Connections with a New Surface Treatment." Materials 15, no. 16 (2022): 5672. http://dx.doi.org/10.3390/ma15165672.

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The conventional surface treatments on stainless steel plates yield slip factors less than the required value for a friction grip, which hinders the application of stainless steel high-strength bolts. The slip factor and the treatment process of stainless steel surfaces are not clearly specified in most of the existing design codes. Existing studies also show different slip factors from similarly treated surfaces. In this paper, a new surface treatment is proposed: the two touching surfaces of the bolted connection are grit-blasted on one side and coated with high-velocity oxygen fuel (HVOF) o

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Christoforidou, Angeliki, Abishek Baskar, Eric Barelts, Florentia Kavoura, and Marko Pavlovic. "Fatigue performance of preloaded bolted connection with oversized holes." ce/papers 6, no. 3-4 (2023): 1287–92. http://dx.doi.org/10.1002/cepa.2447.

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AbstractMoving towards a more sustainable and circular infrastructure has increased the demand for demountable connectors in hybrid structures combining steel, concrete, and nowadays FRP composite components. Large, prefabricated components need to be transported to the construction site and assembled by means of bolted connections for easy reuse of the components. Slip‐resistant connections are required for such hybrid structures in bridges, which are usually provided by injection or preloaded bolts. The former satisfies the need for large tolerances during execution. However, the behavior of

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Lee, Dong-Ying, Min-Jay Chung, Ming-Jer Tsai, and Chia-Ju Lee. "Effects of different connection types on mechanical behavior of cross-lap joints of Phyllostachys makinoi culms." BioResources 19, no. 4 (2024): 7911–30. http://dx.doi.org/10.15376/biores.19.4.7911-7930.

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Mechanical properties and behaviors of bamboo joined by different connections were considered in this work. Makino bamboo (Phyllostachys makinoi) culms from Taiwan were used as the connection material to explore the form of cross-lap joints. Since the cross-lap joint is a common joint in bamboo structures, the mechanical properties of tension, slip, and rotation were evaluated for three types of joints: lashing joint, iron wire joint, and steel bracket joint, under different load conditions. The results showed that the ultimate load of bamboo culms under lateral partial compression has a posit

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Waite, Christopher D., Ligang Shen, Mohamed Soliman, and Bruce W. Russell. "Experimental Investigation into the Capacity of Concentrically Loaded Steel Connections with Pretensioned High-Strength Bolts and Longitudinal Fillet Welds in Combination." Engineering Journal 59, no. 3 (2022): 159–82. http://dx.doi.org/10.62913/engj.v59i3.1193.

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This paper presents the results of an experimental study aiming to investigate the behavior of steel connections that combine pretensioned high-strength bolts and longitudinal fillet welds on a common faying surface. A total of 75 double-shear tension splices were tested under direct tension loading to quantify the effect of various connection variables on the load-deformation behavior of the connection. These variables include the (1) bolt pattern (2×2 and 2×3), (2) bolt size (3/4 in. and 1 in.), (3) bolt grade (ASTM F3125 Grade A325, A490, and F1852), (4) bolt pretensioning method (turn-of-n

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Ling, Jen Hua, Ahmad Baharuddin Abd. Rahman, and Izni Syahrizal Ibrahim. "Behavior of Grouted Sleeve Wall Connection under Lateral Load." Indonesian Journal of Computing, Engineering, and Design (IJoCED) 6, no. 1 (2024): 1–16. http://dx.doi.org/10.35806/ijoced.v6i1.337.

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A grouted sleeve’s efficiency in splicing steel bars makes it a potential choice for connecting precast elements. While most studies have focused on the feasibility of grouted sleeves under tension, only a few have investigated the real response of precast concrete members connected using grouted sleeves. In this study, Tapered Head Sleeves (THS) were utilized as connections for precast walls. The objectives were to examine their behavior under incremental lateral loads and assess the feasibility of THS as a wall connection. Five test specimens and one control specimen were fabricated, each co

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Priyono, Dwi Joko, Surjono Surjokusumo, Yusuf S. Hadi, and Naresworo Nugroho. "Equations of the Sum of Shear Connector on the Double Shear Connection Strength using Different Connector Materials." Wood Research Journal 4, no. 1 (2017): 81–86. http://dx.doi.org/10.51850/wrj.2012.3.2.81-86.

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Mangium wood from the timber estate have been developed continuously in an effort to reach the fulfilling of wood fiber and construction material needs to replace role of timber from the natural forests which has been decreased. Timber connection requires a connector such as bolt that can distribute both the load of wood to wood and the compression or tensile stress through all the connections. Bearing slip is a connector that is inserted into a hole in the wood, which bears pressure and shear. Bolted connection is the most commonly used because it is easy to apply, even though it is less effi

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Tan, Cher Siang, M. Md Tahir, Poi Ngian Shek, and Ahmad Beng Hong Kueh. "Experimental Investigation on Slip-In Connection for Cold-Formed Steel Double Channel Sections." Advanced Materials Research 250-253 (May 2011): 1038–41. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1038.

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The application of cold-formed steel in light steel framing design can become a popular choice of Industrialized Building System, by moving huge amount of construction work to the factory and leaving the construction site cleaner and safer. However the joints behaviour for primary structures, particularly the partial strength semi-rigid beam-to-column connection has not been studied in depth. This paper presents the isolated joint test on slip-in connection using 6 mm hot-rolled steel gusset plate. Two cold-formed lipped channel sections were placed back-to-back to form beam and column members

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Girhammar, Ulf Arne, and Bo Källsner. "Tests and Analyses of Slotted-In Steel-Plate Connections in Composite Timber Shear Wall Panels." Advances in Civil Engineering 2017 (2017): 1–20. http://dx.doi.org/10.1155/2017/7259014.

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The authors present an experimental and analytical study of slotted-in connections for joining walls in the Masonite flexible building (MFB) system. These connections are used for splicing wall elements and for tying down uplifting forces and resisting horizontal shear forces in stabilizing walls. The connection plates are inserted in a perimeter slot in the PlyBoard™ panel (a composite laminated wood panel) and fixed mechanically with screw fasteners. The load-bearing capacity of the slotted-in connection is determined experimentally and derived analytically for different failure modes. The t

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Miao, Xin-wei, Wei Huang, Ke Ling, Yan-fang Xu, Jia-rui Zhang, and Zhen-hui Fan. "Experimental study and numerical simulation of reinforced concrete walls with lightened blocks connected with bolts." Advances in Structural Engineering 23, no. 9 (2020): 1960–74. http://dx.doi.org/10.1177/1369433219900680.

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To verify the feasibility and mechanical properties of assembled composite walls, three assembled composite walls were designed. Two bolted connection specimens in horizontal joints were tested under low-cycle reversed loading and monotonic loading, respectively. Then, the failure mechanism, hysteretic behaviour, ductility, energy dissipation capacity, slip and stress distribution of the connectors were studied. A specimen with grouting sleeve connection was tested under low-cycle reversed loading as a contrast specimen. In addition, a specimen with bolted connection under monotonic loading wa

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Zhao, Kang, Yang Wei, Zicheng Yan, Qiqi Li, and Xiayun Fang. "Experimental and Analytical Study on the Short-Term Behavior of Locally Bonded Connections in Bamboo–UHPC Composite Beams." Materials 18, no. 6 (2025): 1224. https://doi.org/10.3390/ma18061224.

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The synergistic application of ultra-high-performance concrete (UHPC) and bamboo scrimber provides innovative solutions for sustainable structural engineering. In this study, the structural response mechanism of the combined beams under the steel plate–screw composite connection system was systematically investigated by designing three shear connection gradient specimens (TS200/300/400) to address the key scientific issues of the mechanical behavior of the bamboo–UHPC interface. Based on the unidirectional compression tests of bamboo–UHPC composite shear connections and four-point bending test

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Liu, Ruo Nan, Kai Yin Zhang, and Meng Lan Tao. "Test Study on Mechanical Performance of the Flexible Connections of the Precast Concrete Wall Panel." Advanced Materials Research 900 (February 2014): 487–90. http://dx.doi.org/10.4028/www.scientific.net/amr.900.487.

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To explore the performance of the flexible nodes between the precast concrete wall panel and the frame structure, a steel truss is used as an analogue of the frame structure to develop a test. In the test, one precast concrete wall panel was installed on the steel truss, and the connection nodes are designed to be able to slip vertically. Different horizontal forces were exerted on the steel truss to form certain drifts, and the deformation of panel and the slipping performance of the connection nodes were explored. It is found that precast concrete wall panel wont deform under the influence o

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Lin, Cheng, and Zhi Feng Xu. "Research on Anti-Slip Differential Control for Two-Motor Independent Driven Vehicle." Applied Mechanics and Materials 330 (June 2013): 615–18. http://dx.doi.org/10.4028/www.scientific.net/amm.330.615.

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There is no mechanical connection between two driving motors of two-motor independent driven vehicle. In order to solve target vehicles differential problem, this paper has proposed self-adaptive differential control strategy, and based on that, has proposed anti-slip control strategy through limiting the motor driving torque. Then, the anti-slip differential effect has been tested by simulation. The simulation results have proved that good anti-slip differential effect can be realized by using the anti-slip differential control strategy proposed by this paper.

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Li, Lei, Gui Chao He, and Ling Yu Zhou. "Experimental on the Service Behavior of Large-Span Steel-Concrete Box Beams." Advanced Materials Research 446-449 (January 2012): 1020–29. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1020.

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Bending properties of steel-concrete box beams with three different design parameters are tested under the function of monotonic load to better understand the influences of degree of shear connection and height-thickness ratio of web on nonlinear property, bearing capacity and failure modes thereof. In addition, study on failure modes, slip between the concrete desk and the steel box beam, overall service behavior of the cross section, bending bearing capacity of the normal section, shear lag, etc. is conducted on composite box beams, through which, the failure modes and degree of shear connec

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Dunberry, E., D. Leblanc, and R. G. Redwood. "Cross-section strength of concrete-filled HSS columns at simple beam connections." Canadian Journal of Civil Engineering 14, no. 3 (1987): 408–17. http://dx.doi.org/10.1139/l87-059.

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Tests are described in which short, rectangular steel columns filled with concrete are loaded to failure under axial load. Part of the load is applied at typical beam connections within the column length; and part is applied at the top, representing the load from upper stories of a building. The length of the column near the connection over which slip takes place is examined, and the ultimate strength of the columns is compared with that of stub columns loaded uniformly over their length. A small reduction in strength is found to occur, which depends upon the proportion of total load applied a

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Liu, Ruo Nan, Kai Yin Zhang, and Meng Lan Tao. "Test Study on Slipping Performance of the Flexible Nodes of the Precast Concrete Exterior Wall Cladding Panel." Advanced Materials Research 940 (June 2014): 284–88. http://dx.doi.org/10.4028/www.scientific.net/amr.940.284.

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To explore the performance of the flexible nodes between the precast concrete exterior wall cladding panel and the frame structure, a steel truss is used as an analogue of the frame structure to develop a test. In the test, one precast concrete exterior wall cladding panel was installed on the steel truss, and the connection nodes are designed to be able to slip vertically. Different horizontal forces were exerted on the steel truss to form certain drifts, and the deformation of panel and the slipping performance of the connection nodes were explored. It is found that precast concrete exterior

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Kroyer, Robert, Valentino Vigneri, and Andreas Taras. "On the load‐carrying behaviour of CSTC slim‐floor beams." ce/papers 6, no. 3-4 (2023): 262–67. http://dx.doi.org/10.1002/cepa.2707.

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AbstractComposite steel truss and concrete (CSTC) beams are steel‐concrete composite structures mostly used as slim‐floor systems in industrial buildings. The proposed paper focuses on the load‐bearing behaviour of the so called NPS beam system as a specific type of CSTC beam. This system is made of a sinusoidal smooth steel truss welded to a steel plate, and embedded in cast‐in‐situ concrete. Unlike standard composite beams, NPS beams do not have dedicated shear connectors for transferring the longitudinal shear force from the steel part to the concrete. The shear connection between steel and

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Ecsedi, István, Attila Baksa, Ákos József Lengyel, and Dávid Gönczi. "Analytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Load." International Journal of Engineering and Management Sciences 8, no. 3 (2023): 14–31. http://dx.doi.org/10.21791/ijems.2023.022.

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The authors present an analytical solution for the two-layered composite beams with imperfect shear connections. The considered beam is simply supported at both ends. The beam is subjected to transverse and axial loads. The kinematic assumptions of the Euler-Bernoulli beam theory are used. The connection of the beam components is perfect in normal direction, but the axial displacement field may have jump. The shear axial force derived from the imperfect connection is proportional to the relative slip occurring between the layers. The determination of the analytical solution is based on the Fou

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Gao, Xian, Shaoyuan Lin, Ruyue Liu, and Xilong Chen. "The Hysteresis Behavior of Steel Beam–Column Joint with the Load Bearing-Energy Dissipation Connection for Converter Station Building." Buildings 14, no. 8 (2024): 2424. http://dx.doi.org/10.3390/buildings14082424.

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Prefabricated converter station building has been gradually applied in the field of power engineering construction due to the advantages of standardized design, high construction efficiency, and quality control. The beam–column joint is the essential constitutive part to ensure structural integrity and reliable force transmission for the prefabricated structure. In this paper, a novel load bearing-energy dissipation connection is proposed and applied to the beam–column joint to improve seismic performance and seismic resilience. Pseudo-static tests were conducted on the beam–column joint with

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Gautam, Bishnu Gupt, Yiqiang Xiang, Xiaohui Liao, Zheng Qiu, and Shuhai Guo. "Experimental Investigation of a Slip in High-Performance Steel-Concrete Small Box Girder with Different Combinations of Group Studs." Materials 12, no. 17 (2019): 2781. http://dx.doi.org/10.3390/ma12172781.

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Due to the significant advantages of steel-concrete composite beams, they are widely used for accelerated bridge construction (ABC). However, there is still a lack of experimental research on the proper design of ABC, especially in the slip with a different group of shear connectors. As a component of steel-concrete composite structure, shear studs play a vital role in the performance of composite structures. This paper investigates the influence of group studs in simply supported and continuous box girders. To this end, three sets of simply supported steel-concrete composite small box girders

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Bujňák, Jan, and Kazimierz Furtak. "Connection slip in composite elements under quasi-long-term actions." Pollack Periodica 9, no. 2 (2014): 29–34. http://dx.doi.org/10.1556/pollack.9.2014.2.3.

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Shekhorkina, S. Ye, M. V. Savytskyi, and М. V. Bordun. "Deformation diagram and slip modulus of timber-concrete nailed connection." Bulletin of Prydniprovs’ka State Academy of Civil Engineering and Architecture, no. 2 (April 10, 2020): 94–101. http://dx.doi.org/10.30838/j.bpsacea.2312.280420.99.626.

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Nadeem, Gohar, Nor Azizi Safiee, Nabilah Abu Bakar, Izian Abd Karim, and Noor Azline Mohd Nasir. "Evaluation of slip behaviour of self-locking modular steel connection." Journal of Constructional Steel Research 197 (October 2022): 107467. http://dx.doi.org/10.1016/j.jcsr.2022.107467.

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