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Journal articles on the topic 'Rectangular hollow sections'

Author: Grafiati

Published: 4 June 2021

Last updated: 20 February 2023

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1

Ritchie, Cameron B., Matthew I. Gow, Jeffrey A. Packer, and Amin Heidarpour. "Influence of elevated strain rate on the mechanical properties of hollow structural sections." International Journal of Protective Structures 8, no. 3 (2017): 325–51. http://dx.doi.org/10.1177/2041419617721530.

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As protective design engineering becomes more prevalent, cold-formed steel hollow structural sections are often desired design components. As such, it is necessary to understand the behavior of hollow structural sections subject to air-blast loading, including the material response under elevated strain rates. Dynamic tensile tests have hence been performed on subsize tensile coupons taken from the flats and corners of cold-formed rectangular hollow section members. Dynamic yield stresses were obtained at strain rates from 0.1 to 18 s−1, which encompasses and exceeds the range recorded during

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2

Ridley-Ellis, D. J., J. S. Owen, and G. Davies. "Torsional behaviour of rectangular hollow sections." Journal of Constructional Steel Research 59, no. 5 (2003): 641–63. http://dx.doi.org/10.1016/s0143-974x(02)00060-3.

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3

Packer, Jeffrey A. "Moment connections between rectangular hollow sections." Journal of Constructional Steel Research 25, no. 1-2 (1993): 63–81. http://dx.doi.org/10.1016/0143-974x(93)90052-t.

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4

Abedin, Mohammad, Nafiseh Kiani, Esmail Shahrokhinasab, and Sohrab Mokhtari. "Net Section Fracture Assessment of Welded Rectangular Hollow Structural Sections." Civil Engineering Journal 6, no. 7 (2020): 1243–54. http://dx.doi.org/10.28991/cej-2020-03091544.

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Rectangular Hollow Sections (RHS) because of their high resistance to tension, as well as compression, are commonly used as a bracing member with slotted gusset plate connections in steel structures. Since in this type of connection only part of the section contributes in transferring the tensile load to the gusset plate, shear lag failure may occur in the connection. The AISC specification decreases the effective section net area by a factor to consider the effect of shear lag for a limited connection configuration. This study investigates the effective parameters on the shear lag phenomenon

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5

Steau, Edward, Poologanathan Keerthan, and Mahen Mahendran. "Web crippling study of rivet fastened rectangular hollow flange channel beams with flanges fastened to supports." Advances in Structural Engineering 20, no. 7 (2016): 1059–73. http://dx.doi.org/10.1177/1369433216670172.

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Thin-walled steel hollow flange channel beams are commonly used as joists and bearers in various flooring systems in buildings. A new rivet fastened rectangular hollow flange channel beam was proposed using an intermittently rivet fastening process as an alternative to welded beams. This flexible fastening process allows rectangular hollow flange channel beams to have greater section optimisation, by configuring web and flange widths and thicknesses. In the industrial applications of rectangular hollow flange channel beams as flooring, roofing or modular building systems, their flanges will be

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6

Silva, L. A. P., L. F. N. Neves, and F. C. T. Gomes. "Rotational Stiffness of Rectangular Hollow Sections Composite Joints." Journal of Structural Engineering 129, no. 4 (2003): 487–94. http://dx.doi.org/10.1061/(asce)0733-9445(2003)129:4(487).

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7

Broniewicz, Miroslaw, and Filip Broniewicz. "Welds Assessment in K-Type Joints of Hollow Section Trusses with I or H Section Chords." Buildings 10, no. 3 (2020): 43. http://dx.doi.org/10.3390/buildings10030043.

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The use of hollow section structures has received considerable attention in recent years. Since the first publication of CIDECT (International Committee for the Development and Study of Tubular Structures), additional research results became available, especially concerning the design of welds between members of trusses joints. To assess the capacity of welded joints of trusses between braces made of hollow sections and I-beam chords, the effective lengths of the welds should be estimated and their location around the braces and the forces acting on individual weld’s sections. The objective of

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8

Kong, Sih Ying, Leong Sing Wong, Suvash Chandra Paul, and Md Jihad Miah. "Shear Response of Glass Fibre Reinforced Polymer (GFRP) Built-Up Hollow and Lightweight Concrete Filled Beams: An Experimental and Numerical Study." Polymers 12, no. 10 (2020): 2270. http://dx.doi.org/10.3390/polym12102270.

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This paper investigated the static behaviour of glass fibre reinforced polymer (GFRP) built-up hollow and concrete filled built-up beams tested under four-point bending with a span-to-depth ratio of 1.67, therefore focusing their shear performance. Two parameters considered for hollow sections were longitudinal web stiffener and strengthening at the web–flange junction. The experimental results indicated that the GFRP hollow beams failed by web crushing at supports; therefore, the longitudinal web stiffener has an insignificant effect on improving the maximum load. Strengthening web–flange jun

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9

Queiroz Junior, F. O., and B. Horowitz. "Shear strength of hollow circular sections." Revista IBRACON de Estruturas e Materiais 9, no. 2 (2016): 214–25. http://dx.doi.org/10.1590/s1983-41952016000200004.

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ABSTRACT The number of buildings higher than 30 floors has shown remarkable growth; many of them are supported on foundations of hollow circular piles. This increasing of height of constructions causes an increment of the shear stresses that are transmitted to their foundations, however these elements are more shear critical due to the hollow core. Most of the existing codes are based on shear models for rectangular sections, and guidelines for assessment of shear strength of members with hollow circular cross sections are practically non-existent. This study evaluates, on a comparative basis,

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10

Ibrahim, Amer M., Wissam D. Salman, and Fahad M. Bahlol. "Flexural Behavior of Concrete Composite Beams with New Steel Tube Section and Different Shear Connectors." TJES Vol26 No.1 2019 26, no. 1 (2019): 51–61. http://dx.doi.org/10.25130/tjes.26.1.07.

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Steel hollow sections used widely in many engineering applications as structural members. This paper aims to present a study about the flexural behavior of composite beams with steel tubes sections through a series of bending tests in order to study and examine the influence of using different shapes of steel tube section (square, rectangular and hexagonal) with the same shear connector type (headed stud or angle or perfobond) on the flexural behavior and the bending properties of these sections. As well as study the effect of using different shear connectors types (headed stud, angle and perf

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11

Kuchta, Krzysztof, and Izabela Tylek. "Rational application of hot finished rectangular hollow sections in steel structures." MATEC Web of Conferences 163 (2018): 07005. http://dx.doi.org/10.1051/matecconf/201816307005.

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Steel hollow sections are manufactured as both welded and seamless elements. The influence of manufacturing technology causes tubes made from the same carbon-manganese steel to differ significantly in terms of their mechanical properties. The cold-formed welded tubes are produced from a steel strip that is roll formed and welded; both technological processes take place at room temperature. This profile type is characterised by less favourable mechanical properties and by much higher inhomogeneity within the cross-section than the seamless tube. However, due to the lower cost of manufacturing,

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12

WU, C., X. L. ZHAO, W. H. DUAN, and P. PHIPAT. "IMPROVED END BEARING CAPACITIES OF SHARP-CORNER ALUMINUM TUBULAR SECTIONS WITH CFRP STRENGTHENING." International Journal of Structural Stability and Dynamics 12, no. 01 (2012): 109–30. http://dx.doi.org/10.1142/s0219455412004616.

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Web crippling is the major failure mode of thin-walled members when they are subjected to concentrated loading. Carbon fiber-reinforced polymer (CFRP) is found to be promising for strengthening metallic structural members. This paper reports improved web-crippling capacity of sharp-corner aluminum tubular sections: rectangular hollow section (RHS) and square hollow section (SHS), by attaching CFRP to their webs. Twenty four specimens were tested with four CFRP strengthening configurations applied on each of six different aluminum RHS and SHS sections. Significant increase in load-carrying capa

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13

Li, Song, Jiantao Bai, Xinchen Wang, Limin Song, Kai Luo, and Wenjie Zuo. "Equivalent substitution criteria of aluminum for steel and its application in automobile structures." Advances in Mechanical Engineering 12, no. 3 (2020): 168781402091122. http://dx.doi.org/10.1177/1687814020911228.

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Lightweight automobile body structure, made of aluminum, can extend the endurance mileage of electric automobile. However, the mechanisms for the application of aluminum in automobile body structure are not clear until now. The main contribution of this work is to propose a method of equivalent substitution criteria of aluminum for steel. This method researches small deformation and large deformation under bending mode. First, formulations of cross-sectional properties, including open, single-cell, double-cell, three-cell, and four-cell sections, are derived, and equivalent substitution criter

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14

Zhao, Xiao‐Ling, and Gregory J. Hancock. "Square and Rectangular Hollow Sections Subject to Combined Actions." Journal of Structural Engineering 118, no. 3 (1992): 648–67. http://dx.doi.org/10.1061/(asce)0733-9445(1992)118:3(648).

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15

Paulsen, Frode, Torgeir Welo, and Odd Perry Søvik. "A design method for rectangular hollow sections in bending." Journal of Materials Processing Technology 113, no. 1-3 (2001): 699–704. http://dx.doi.org/10.1016/s0924-0136(01)00671-9.

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16

Pi, Yong Lin, and N. S. Trahair. "Lateral buckling strengths of cold-formed rectangular hollow sections." Thin-Walled Structures 22, no. 2 (1995): 71–95. http://dx.doi.org/10.1016/0263-8231(94)00023-s.

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17

Chen, Yu, and Chaoyang Wang. "Web crippling behavior of pultruded GFRP rectangular hollow sections." Composites Part B: Engineering 77 (August 2015): 112–21. http://dx.doi.org/10.1016/j.compositesb.2015.03.037.

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18

Paulsen, Frode, and Torgeir Welo. "Cross-sectional deformations of rectangular hollow sections in bending: Part I — experiments." International Journal of Mechanical Sciences 43, no. 1 (2001): 109–29. http://dx.doi.org/10.1016/s0020-7403(99)00106-x.

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19

Mayor, Iara Souto, Gabriel Vieira Nunes, Arlene M. S. Freitas, João A. V. Requena, and Afonso H. Araújo. "Theoretical and experimental analysis of RHS/CHS K gap joints." Rem: Revista Escola de Minas 66, no. 3 (2013): 295–300. http://dx.doi.org/10.1590/s0370-44672013000300005.

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This work presents a study of welded K joints with gap, formed by a structural steel hot rolled hollow section, having rectangular hollow sections at the chords and circular hollow sections in the others members. The study developed theoretical and numerical analyses for the joints, experimental tests in full scale prototypes. Theoretical analyses were performed using code standards for K joints. The results in terms of behavior, ultimate load and collapse mode were analyzed and compared with numerical (finite elements) and theoretical models. The theoretical analysis was carried out from the

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20

Liu, Jia Li, and Fei Peng Zhao. "Ultimate Capacity of the K-Type Overlapped Rectangular Hollow Section Joints." Applied Mechanics and Materials 204-208 (October 2012): 939–42. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.939.

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The intensity calculating of simple joints is one of the most important thing in the design of space truss with hollow sections. By using the finite element method and close reference to material and geometrical nonlinear properties, numerical simulation analysis of the ultimate strength of K-type overlapped Rectangular Hollow Section joints under the axial force and bending moment was studied. The influence of the overlapped ratios and other geometrical parameters on the ultimate bearing capacity was investigated and explained graphically. With the thickness ratio of the chord bar and web mem

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21

Bródka, J., and M. Broniewicz. "Calculation of Welding Trusses Overlap Joints Made of Rectangular Hollow Sections." Archives of Civil Engineering 59, no. 4 (2013): 441–68. http://dx.doi.org/10.2478/ace-2013-0024.

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Abstract The basis for calculating of resistance of welded RHS connections is provided by codes and international guidebooks. In the matter of calculation of the resistance of welded joints, the European standard contains very general recommendations without specifying the detailed calculation procedures, which (the) designers could use in their work. Estimation of resistance of welded semi-rigid joints is a complex issue because it requires determining of effective lengths of welds, their placement on the member walls with their different rigidity, and distribution of components of the load a

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22

Slimani, Faycal, Mohammed Benzerara, and Messaoud Saidani. "Experimental and numerical investigation of gap K-joints of rectangular hollow section trusses." Frattura ed Integrità Strutturale 16, no. 62 (2022): 107–25. http://dx.doi.org/10.3221/igf-esis.62.08.

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This paper is concerned with investigating of the plastic behaviour on gap K-joints of truss girders, made from thin-walled rectangular hollow section members. An experimental study was carried out on a full-scale girder under a concentrated load on two central nodes. A numerical analysis was carried out using ABAQUS in order to clearly see the behaviour of this type of joint and to make a comparison with the experimentation. This study will make it possible to examine attentively and to define the analytical model for this type of joint. The results obtained in this paper have shown that the

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23

Zhao, Xiao-Ling, and Gregory J. Hancock. "Square and Rectangular Hollow Sections under Transverse End-Bearing Force." Journal of Structural Engineering 121, no. 9 (1995): 1323–29. http://dx.doi.org/10.1061/(asce)0733-9445(1995)121:9(1323).

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24

Teh, Lip H., and Gregory J. Hancock. "Improving the Ductility of Knee Joints between Rectangular Hollow Sections." Journal of Structural Engineering 130, no. 11 (2004): 1790–98. http://dx.doi.org/10.1061/(asce)0733-9445(2004)130:11(1790).

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25

Zhao, Xiao‐Ling, and Gregory J. Hancock. "T‐Joints in Rectangular Hollow Sections Subject to Combined Actions." Journal of Structural Engineering 117, no. 8 (1991): 2258–77. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:8(2258).

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26

Ritchie, Cameron B., Jeffrey A. Packer, Michael V. Seica, and Xiao-Ling Zhao. "Behavior of Steel Rectangular Hollow Sections Subject to Blast Loading." Journal of Structural Engineering 143, no. 12 (2017): 04017167. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001922.

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27

Darbhamulla, Siva P., Zia Razzaq, and Olaf O. Storaasli. "Concurrent processing for nonlinear analysis of hollow rectangular structural sections." Engineering with Computers 2, no. 4 (1987): 209–17. http://dx.doi.org/10.1007/bf01276413.

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28

Martínez, Francisco J., Fernando González-Vidosa, Antonio Hospitaler, and Víctor Yepes. "Heuristic optimization of RC bridge piers with rectangular hollow sections." Computers & Structures 88, no. 5-6 (2010): 375–86. http://dx.doi.org/10.1016/j.compstruc.2009.11.009.

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29

Sun, Min, and Jeffrey A. Packer. "High strain rate behaviour of cold-formed rectangular hollow sections." Engineering Structures 62-63 (March 2014): 181–92. http://dx.doi.org/10.1016/j.engstruct.2014.01.023.

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30

Paulsen, Frode, and Torgeir Welo. "Cross-sectional deformations of rectangular hollow sections in bending: Part II — analytical models." International Journal of Mechanical Sciences 43, no. 1 (2001): 131–52. http://dx.doi.org/10.1016/s0020-7403(99)00107-1.

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31

Bai, Rui, Si-Wei Liu, and Siu-Lai Chan. "Modal and Elastic Time-History Analysis of Frames with Tapered Sections by Non-Prismatic Elements." International Journal of Structural Stability and Dynamics 18, no. 09 (2018): 1850106. http://dx.doi.org/10.1142/s0219455418501067.

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Low-cost robotic welding and wide availability of high strength steel plates of grades over 500[Formula: see text]MPa make the use of tapered members an economical alternative to conventional prismatic members for modern steel structures, as experienced by the authors in some practical projects in Hong Kong and Macau. This paper proposes a new and efficient numerical method for modal and elastic time-history analysis of the frames with tapered sections. A series of non-prismatic elements is derived on the basis of analytical expressions, and the exact consistent mass and tangent stiffness matr

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32

Han, Cong, Shi Jian Yuan, and L. N. Sun. "Reduction of Friction and Calibration Pressure by Section Preform during Hydroforming of Tubular Automotive Structural Components." Advanced Materials Research 44-46 (June 2008): 143–50. http://dx.doi.org/10.4028/www.scientific.net/amr.44-46.143.

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In the past decade, hydroformed structural components have been widely used in industrial areas in North American and Europe and there is a large potential market in Asia with the development of automotive industry. An extraordinary feature of tube hydroforming is that a hollow component with a three dimension axis and variable closed-sections can be integrally formed, so that the number of component parts is minimized, weight is reduced and stiffness of the part is increased. The section shapes in many automotive hollow components are complex and it is usually difficult or impossible to hydro

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33

Adeoti, Guy Oyeniran, Feng Fan, Yujin Wang, and Ximei Zhai. "Stability of 6082-T6 aluminium alloy columns with H-section and rectangular hollow sections." Thin-Walled Structures 89 (April 2015): 1–16. http://dx.doi.org/10.1016/j.tws.2014.12.002.

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34

Anto, Megha, Raghavan Ramalingam, and Jayabalan Perumalsamy. "Strength of Cold-Formed Stainless-Steel Corrugated Rectangular Sections under Compression." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1441–47. http://dx.doi.org/10.38208/acp.v1.674.

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Provision of intermediate stiffening is an effective method to improve the strength of cold-formed steel compression members without having to increase the outer dimensions of the section. As cold-formed sections can be easily produced in various cross-section profiles, the effect of intermediate stiffening on ultimate load carrying capacity and behavior of structural elements need to be determined. In this study columns with Cold-Formed Stainless-Steel and Corrugated Rectangular Hollow Sections are studied numerically using Finite Element analysis. The column simulation is conducted using ABA

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35

Haque, Tarana, and Jeffrey A. Packer. "Elliptical hollow section T and X connections." Canadian Journal of Civil Engineering 39, no. 8 (2012): 925–36. http://dx.doi.org/10.1139/l2012-081.

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Elliptical hollow sections (EHS) are the newest steel shape to have emerged in the construction industry. They have been incorporated in a variety of structures around the world, including Canada, without structural design guidelines. To date, EHS are completely absent from Canadian codes and guides. A possible application of EHS is within truss-systems and, as such, a research project has been undertaken to investigate the behaviour of EHS-to-EHS welded connections. Twelve T and X connection tests have been performed to study the effect of connection angle, orientation type, and loading sense

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36

Jaamala, Lauri, Kristo Mela, Jussi Laurila, Milla Rinne, and Pasi Peura. "Probabilistic modelling of residual stresses in cold-formed rectangular hollow sections." Journal of Constructional Steel Research 189 (February 2022): 107108. http://dx.doi.org/10.1016/j.jcsr.2021.107108.

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37

Rondal, J., and R. Maquoi. "Stub-column strength of thin-walled square and rectangular hollow sections." Thin-Walled Structures 3, no. 1 (1985): 15–34. http://dx.doi.org/10.1016/0263-8231(85)90017-5.

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38

Gho, Wie-Min, and Dalin Liu. "Flexural behaviour of high-strength rectangular concrete-filled steel hollow sections." Journal of Constructional Steel Research 60, no. 11 (2004): 1681–96. http://dx.doi.org/10.1016/j.jcsr.2004.03.007.

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39

Sun, Min, and Jeffrey A. Packer. "Charpy V-notch impact toughness of cold-formed rectangular hollow sections." Journal of Constructional Steel Research 97 (June 2014): 114–26. http://dx.doi.org/10.1016/j.jcsr.2014.02.005.

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40

Zhang, Xingzhao, Su Liu, Mingshan Zhao, and Sing-Ping Chiew. "Residual stress of cold-formed thick-walled steel rectangular hollow sections." Steel and Composite Structures 22, no. 4 (2016): 837–53. http://dx.doi.org/10.12989/scs.2016.22.4.837.

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41

Kitipornchai, S., F. G. A. Al-Bermani, and S. L. Chan. "Geometric and material nonlinear analysis of structures comprising rectangular hollow sections." Engineering Structures 10, no. 1 (1988): 13–23. http://dx.doi.org/10.1016/0141-0296(88)90012-0.

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42

Kalmykova, Svitlana. "SIMULATION OF T-JOINTS BETWEEN RHS STEEL MEMBERS WITH OFFSET IN ABAQUS CAE." Acta Polytechnica CTU Proceedings 30 (April 22, 2021): 36–40. http://dx.doi.org/10.14311/app.2021.30.0036.

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The current paper focuses on numerical simulation peculiarities of offset welded rectangular hollow section joints. Understanding the modelling techniques can result in easier and faster and above all correct outcomes from FEA for future use. The steel joints under discussion are composed from cold-formed regular rectangular hollow sections where RHS brace members are laterally shifted from chord axis. Joints work under monotonically increasing compression load applied to a brace top. Numerical models were developed in FE programme Abaqus. FE-models is composed of C3D8R 8-noded solid linear br

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43

Lu, Yue Qing, and D. J. Laurie Kennedy. "The flexural behaviour of concrete-filled hollow structural sections." Canadian Journal of Civil Engineering 21, no. 1 (1994): 111–30. http://dx.doi.org/10.1139/l94-011.

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In Standard CAN/CSA S16.1-M89, the contribution of the concrete to the flexural capacity of concrete-filled hollow structural sections is acknowledged as an alternative approach, but no method of assessing it is given. Preliminary studies had indicated that the concrete increased the ultimate moment capacity, the initial flexural stiffness, and the ductility, and delayed local buckling of the steel, thus enhancing the behaviour considerably. A series of four flexural tests on rectangular and square cold-formed hollow structural steel sections and twelve on concrete-filled sections were underta

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44

Kwon, In Kyu, Heung Youl Kim, and Hyung Jun Kim. "Experimental Study on the Fire Resistance of Rectangular Hollow Sections Steel Columns." Advanced Materials Research 557-559 (July 2012): 112–15. http://dx.doi.org/10.4028/www.scientific.net/amr.557-559.112.

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A fire occurring at a building causes severe damages to its structural members and brings unexpected collapse. Therefore, the building regulation of each nation has to define fire resistance to prevent building collapse due to high temperatures. In general, the fire resistance of each structural member can be evaluated by two methods. One is prescriptive method that is guided by a specific building regulation containing fire resistance examples or by the application of new examples tested fire experimental procedures. The other is performance based fire engineering design. Being an engineered

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45

Wheeler, A. T., M. J. Clarke, G. J. Hancock, and T. M. Murray. "Design Model for Bolted Moment End Plate Connections Joining Rectangular Hollow Sections." Journal of Structural Engineering 124, no. 2 (1998): 164–73. http://dx.doi.org/10.1061/(asce)0733-9445(1998)124:2(164).

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46

Gardner, L., N. Saari, and F. Wang. "Comparative experimental study of hot-rolled and cold-formed rectangular hollow sections." Thin-Walled Structures 48, no. 7 (2010): 495–507. http://dx.doi.org/10.1016/j.tws.2010.02.003.

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47

Wu, C., X. L. Zhao, and W. H. Duan. "Design rules for web crippling of CFRP strengthened aluminium rectangular hollow sections." Thin-Walled Structures 49, no. 10 (2011): 1195–207. http://dx.doi.org/10.1016/j.tws.2011.06.006.

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48

Chiew, S. P., Y. F. Jin, and C. K. Lee. "Residual stress distribution of roller bending of steel rectangular structural hollow sections." Journal of Constructional Steel Research 119 (March 2016): 85–97. http://dx.doi.org/10.1016/j.jcsr.2015.12.016.

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49

Kabanda, John Samuel, and MacDougall. "Comparison of the moment rotation capacities of rectangular and polygonal hollow sections." Journal of Constructional Steel Research 137 (October 2017): 66–76. http://dx.doi.org/10.1016/j.jcsr.2017.06.005.

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50

Sun, Min, and Jeffrey A. Packer. "Direct-formed and continuous-formed rectangular hollow sections — Comparison of static properties." Journal of Constructional Steel Research 92 (January 2014): 67–78. http://dx.doi.org/10.1016/j.jcsr.2013.09.013.

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