Relevant bibliographies by topics / In-plane monotonic load

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  1. Journal articles
  2. Dissertations / Theses
  3. Conference papers

Academic literature on the topic 'In-plane monotonic load'

Author: Grafiati
Published: 4 June 2021
Last updated: 18 February 2022

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Journal articles on the topic "In-plane monotonic load"

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Terentiuk, Stefanie, and Ali Memari. "In-Plane Monotonic and Cyclic Racking Load Testing of Structural Insulated Panels." Journal of Architectural Engineering 18, no. 4 (2012): 261–75. http://dx.doi.org/10.1061/(asce)ae.1943-5568.0000084.

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Vazquez-Colunga, Saul Y., Chin Long Lee, and Gregory A. MacRae. "Effects of Out-of-Plane Displacements on Load Capacity of Gusset Plates in Buckling Restrained Braced Frames." Key Engineering Materials 763 (February 2018): 892–99. http://dx.doi.org/10.4028/www.scientific.net/kem.763.892.

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This study sets out to investigate the effect of out-of-plane (OOP) displacements on the monotonic load capacity of gusset plates (GPs) via numerical analyses using finite element methods. Two models were used: a) models with in-plane (INP) actions only; and b) models with both INP and OOP actions. The numerical results show that the load capacity of GPs is reduced with the presence of OOP displacements. For an OOP drift of 2.5%, the reduced capacity ranges from 95% to 80% with an average of 88% of the load capacity when only INP actions were applied.
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Chandrasekaran, Gurucharan, and Rebecca B. Dupaix. "Mechanical Behavior of a Series of Copolyester Blends near the Glass Transition: Monotonic and Load-Hold Behavior in Compression." International Journal of Polymer Science 2012 (2012): 1–9. http://dx.doi.org/10.1155/2012/245205.

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Monotonic loading tests were conducted on five commercial blends of poly(ethylene terephthalate) (PET) and poly(1,4-cyclohexylenedimethylene terephthalate) (PCT) at temperatures of 90°C and 100°C and strain rates of 0.1/s, 0.05/s, and 0.005/s in uniaxial and plane strain compression. On comparing the mechanical behavior of the five materials, it was found that the behavior of the low-PCT content materials was different from the high-PCT content materials only at conditions that favored strain-induced crystallization, particularly in plane strain compression. Load-hold tests were also conducted
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Ali, Qaisar, Tom Schacher, Mohammad Ashraf, et al. "In-Plane Behavior of the Dhajji-Dewari Structural System (Wooden Braced Frame with Masonry Infill)." Earthquake Spectra 28, no. 3 (2012): 835–58. http://dx.doi.org/10.1193/1.4000051.

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This paper presents experimental and numerical investigations conducted on typical dhajji buildings found in the northern mountainous areas of Kashmir and surrounding regions to evaluate their in-plane lateral load response. The experimental work included an in-plane quasistatic cyclic test on three full-scale walls as well as monotonic tension and bend tests on main connections. The test results show that the dhajji-dewari system of buildings possesses tremendous resilience against lateral forces. The function of connections, especially the connections between the vertical posts and bottom pl
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Wen, Ying, Jing Guang Teng, Tao Yu, and Guan Lin. "Nonlinear Finite Element Modeling of Concrete-Filled Circular FRP Arch Tubes under Monotonic Loading." Advanced Materials Research 446-449 (January 2012): 69–72. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.69.

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This paper aims to develop a numerical model to predict the in-plane load-deflection behavior and the maximum load carrying capacity of concrete-filled circular FRP arch tube (CFFAT) which to date has rarely been investigated. The present model employs the well known fiber element approach to consider the material behavior of concrete core and external FRP tube. The composite arch was idealized as an assembly of stepwise two dimensional (2D) straight prismatic beam-column elements. The established FE model was then implemented into Opensees software framework to obtain the load-deflection char
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Valluzzi, Maria Rosa, Enrico Garbin, Massimo dalla Benetta, and Claudio Modena. "Experimental Characterization of Timber Floors Strengthened by in-Plane Improvement Techniques." Advanced Materials Research 778 (September 2013): 682–89. http://dx.doi.org/10.4028/www.scientific.net/amr.778.682.

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The rehabilitation of existing timber floors in seismic area should take into account the possibility to use both traditional and more modern materials and techniques. An extensive experimental program carried out at the University of Padova concerned full-scale wooden floors segments strengthened through the application of several solutions, belonging to the following three main categories: planks overlapping, diagonals, and nets.In detail, the following techniques were considered: single and double planking with an orientation of ±45° having different thicknesses; steel, CFRP, SRP or wooden
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Abdalla, Hany Fayek. "Load carrying capacities of pressurized 90 degree miter and smooth bends subjected to monotonic in-plane and out-of-plane bending loadings." International Journal of Pressure Vessels and Piping 171 (March 2019): 253–70. http://dx.doi.org/10.1016/j.ijpvp.2019.03.002.

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Hyde, T. H., and S. B. Leen. "Prediction of elastic—plastic displacements of tubular joints under combined loading using an energy-based approach." Journal of Strain Analysis for Engineering Design 32, no. 6 (1997): 435–54. http://dx.doi.org/10.1243/0309324971513544.

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A series of 24 geometrically and materially non-linear finite element analyses of a simply supported YT tubular joint, with axial loads on the T- and Y-brace ends, was carried out to collapse, using solid three-dimensional element models. The analyses all have proportional and monotonic loading histories (i.e. radial load paths) and each analysis has a different T-brace to Y-brace load ratio so that the series ranges over all four quadrants of the two-dimensional load space. The results of the analyses are processed and combined by means of an energy approach, specifically a generalization of
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LEE, SUNG-HO, JEONG-KEUN LEE, and JAI-HAK PARK. "FAILURE BEHAVIOR OF ELBOWS WITH LOCAL WALL THINNING." Modern Physics Letters B 22, no. 11 (2008): 845–50. http://dx.doi.org/10.1142/s0217984908015486.

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Wall thinning defect due to corrosion is one of major aging phenomena in carbon steel pipes in most plant industries, and it results in reducing load carrying capacity of the piping components. A failure test system was set up for real scale elbows containing various simulated wall thinning defects, and monotonic in-plane bending tests were performed under internal pressure to find out the failure behavior of them. The failure behavior of wall-thinned elbows was characterized by the circumferential angle of thinned region and the loading conditions to the piping system.
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Hrasnica, Mustafa, Fadil Biberkic, and Senad Medic. "In-Plane Behavior of Plain and Strengthened Solid Brick Masonry Walls." Key Engineering Materials 747 (July 2017): 694–701. http://dx.doi.org/10.4028/www.scientific.net/kem.747.694.

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Unreinforced masonry structures are generally vulnerable to earthquake actions. Brittle masonry walls are very stiff and attract considerable seismic forces which cannot be sustained without cracking. In order to enhance ductility and load bearing capacity, certain strengthening techniques need to be applied. An experimental program concerning in-plane behavior of solid clay brick masonry walls was performed at the Institute for Materials and Structures, Faculty of Civil Engineering University of Sarajevo, in cooperation with Institute for Lightweight Structures and Conceptual Design, Universi
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Dissertations / Theses on the topic "In-plane monotonic load"

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Dai, Xianghe. "Numerical Modelling and Analysis of Structural Behaviour of Wall-stud Cold-formed Steel Shear Wall Panels under In-plane Monotonic Loads." 2012. http://hdl.handle.net/10454/11605.

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No<br>This paper presents a numerical modelling method to predict the shear behaviour of typical wall-stud cold-formed steel wall panels subjected to in-plane monotonic loads. In the research presented in this paper, different material and mechanical properties for cold-formed steel sheets, self-drilling screwed connectors and wall fixing boundary conditions were considered to explore the influence of sheath sheeting, connectors and fixing boundary conditions on the structural behaviour of selected wall panels. After the FE model being validated against experimental results, a parametric study
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Conference papers on the topic "In-plane monotonic load"

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Wilkins, James K. "Verification of a Finite Element Analysis Procedure for Modeling the Nonlinear, Monotonic In-Plane Behavior of 4 Inch, Schedule 10, Stainless Steel, 90° Elbows." In ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-2061.

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A project has been conducted to verify a finite element analysis procedure for studying the nonlinear behavior of 90°, stainless steel, 4 inch schedule 10, butt welding elbows. Two displacement controlled monotonic in-plane tests were conducted, one closing and one opening, and the loads, displacements, and strains at several locations were recorded. Stacked 90° tee rosette gages were used in both tests because of their ability to measure strain over a small area. ANSYS shell element 181 was used in the FEA reconciliations. The FEA models incorporated detailed geometric measurements of the spe
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Branco, Jorge M., Filipe T. Matos, Paulo B. Lourenço, Thomas Demschner, and Patrício Rocha. "Lateral Tests on a Two-Story CLT House." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0969.

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&lt;p&gt;A two storey full-scale model of a CLT house, of 4.5 m x 9.1 m in-plane, with a height of 5.04 m, was tested under quasi-static monotonic (pushover). The main objectives were to investigate the 3-D system performance of a CLT structure subjected to lateral loads in terms of lateral strength and deformability capacity, global behaviour of the structure, frequency response of the structure, performance of connectors (mainly hold-downs and angle-brackets) and connections between CLT panels. Lateral loads have been applied on the storeys inducing torsion to the building. Loading procedure
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Sancaktar, Erol. "Fatigue Behavior of Adhesive Joints Under Biaxial Loading Conditions." In ASME 1993 Design Technical Conferences. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/detc1993-0067.

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Abstract Fatigue data obtained under biaxial loading conditions for adhesively bonded joints are used to plot S-N type diagrams to assess the effects of biaxiality in loading. Independently Loaded Mixed-Mode Specimens (ILM MS) are used for data collection purposes. These specimens are basically two (steel) beams bonded to be fatigue loaded under cantilever (opening) mode while a simultaneous but physically separate in-plane (static) shear load is also induced with the aid of a small hydraulic piston embedded in the specimen. Application of such static shear loads results in different S-N behav
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Beesley, Ross, Haofeng Chen, and Martin Hughes. "On the Cyclic J-Integral of a 3D Semi Elliptical Surface Crack." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-28259.

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This paper investigates an approach for calculating the cyclic J-Integral (ΔJ) through a new industrial application. A previously proposed method is investigated further with the extension of this technique through a new application of a practical 3D notched component containing a semi-elliptical surface crack. Current methods of calculating the cyclic J-Integral are identified and their limitations discussed. A modified monotonic loading method is adapted to calculate the cyclic J-integral of this 3D Semi Elliptical Surface Crack under cyclic loading conditions. Both the finite element method
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Jha, Deepak K., and Anuradha Banerjee. "Cohesive Model in Prediction of Multi-Axial Fatigue." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-40353.

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A fatigue failure model for life assessment of a structure that incorporates the stress-state dependence and irreversible nature of fatigue damage is presented. In the frame work of cohesive zone model, a stress state dependent traction separation law for plane strain is taken to represent an undamaged ferritic steel. The evolution of damage has two additional fatigue parameters: a stress and a length parameter. Initially a parametric study is done to show that the model is able to reproduce a typical uniaxial fatigue response to stress based cyclic load, that of a stress-life curve and reduct
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Karzov, George, Boris Margolin, Victoria Shvetsova, and Victor Kostylev. "Structural Integrity Assessment of RPV With Brittle Fracture Criterion: Issues and Advanced Approaches." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77085.

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A key input to calculation of the structural integrity of the RPV by the brittle fracture criterion is known to be the fracture toughness of a material. When calculating resistance of RPV to brittle fracture it was taken earlier that fracture toughness, KJC, depends only on temperature, and does not depend on thickness of specimens if this thickness is sufficiently large so that the plane strain condition is satisfied. To date it has become clear by many researches that KJC depends on a crack front length. This follows from the statistical nature of brittle fracture in steels. It means that fo
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