Relevant bibliographies by topics / Composite Plate Shear Walls / Concrete-Filled

Academic literature on the topic 'Composite Plate Shear Walls / Concrete-Filled'

Author: Grafiati
Published: 10 December 2022
Last updated: 28 January 2023

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Journal articles on the topic "Composite Plate Shear Walls / Concrete-Filled"

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Wei, Fangfang, Zejun Zheng, Jun Yu, and Yongquan Wang. "Structure behavior of concrete filled double-steel-plate composite walls under fire." Advances in Structural Engineering 22, no. 8 (February 8, 2019): 1895–908. http://dx.doi.org/10.1177/1369433218825238.

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Concrete filled double-steel-plate composite walls with shear studs, one type of steel–concrete–steel walls, are recently developed and have been used in high-rise buildings, for which fire safety is a big concern. In order to investigate the fire endurance of this new type of concrete filled double-steel-plate composite walls, three specimens with different axial compression ratios and different lengths and intervals of shear studs were tested under one-side ISO-834 standard fire to obtain the temperature distribution, deformation, and detailed failure modes. Each specimen consisted of a concrete filled double-steel-plate composite wall-body and two boundary columns. Moreover, finite-element-based numerical investigations were conducted to confirm and extend experimental findings. All the concrete filled double-steel-plate composite walls failed in compression–flexure mode with the local buckling at the compressive steel plate. The results indicate that the fire endurance of concrete filled double-steel-plate composite walls is significantly affected by the axial compression ratio, the eccentricity of the axial load, and the bond strength between shear studs and concrete. Axial compression ratio, defined as the ratio of axial compression to the nominal compressive capacity of concrete filled double-steel-plate composite walls, has both positive and negative effects on the fire endurance of concrete filled double-steel-plate composite walls. The axial load eccentricity toward the unexposed side is much more detrimental to the fire endurance of concrete filled double-steel-plate composite walls than the one toward the exposed side. In engineering practice, it is recommended that proper intervals (not greater than 300 mm) and lengths (not less than 40 mm) of the shear studs should be used to ensure the bond between concrete and steel plates.
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Zheng, Zejun, Jun Yu, Fangfang Wei, and Jun Wu. "Numerical study of blast performance of concrete filled double-steel-plate composite walls." International Journal of Protective Structures 11, no. 1 (May 2, 2019): 23–40. http://dx.doi.org/10.1177/2041419619845010.

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Currently, terrorism attack is one of the main concerns in public safety, although the probability of such attack is fairly low. From the perspective of multi-hazard mitigation, it is expected that the structural members that are used to resist earthquakes or winds in buildings should also reduce the vulnerability to blast. Concrete filled double-steel-plate composite walls are one of the novel structural members which are used as shear walls, in which concrete is filled between two steel plates and connected to them through shear studs. In this article, finite-element-based analyses were carried out to investigate the dynamic behaviour of concrete filled double-steel-plate composite walls subjected to blast loading. A three-dimensional numerical model was developed and validated based on previously published experimental results. Then, the numerical models were employed to investigate the effects of axial compression ratio, concrete strength, wall thickness and shear connector spacing on the blast performance of concrete filled double-steel-plate composite walls under different blast intensities. The results show that axial compression has both positive and negative effects on the blast performance of concrete filled double-steel-plate composite walls. The positive effect prevails due to increased effective flexural stiffness when plastic deformation under zero axial compression and the same blast load is marginal, whereas the negative effect is more dominant due to P-delta effect when evident plastic deformation occurs under zero axial compression and the same blast load.
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Zhang, You Jia, Wei Xing Liu, and Xiao Shuang Shao. "Review of Studies on the Seismic Behavior of Composite Shear Walls with Double Steel Plates and Filled Concrete." Applied Mechanics and Materials 680 (October 2014): 179–81. http://dx.doi.org/10.4028/www.scientific.net/amm.680.179.

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This paper points out the characteristics of composite shear walls with double steel plates and filled concrete and composite structure force mechanism. This paper briefly expounds the present situation of the research on the seismic behavior of composite shear walls with double steel plates and filled concrete from four aspects including structural experiments, calculating method , calculating theory and local stability, and analyzes the shortcomings in the research. After comparing many achievements, this paper puts forward several key problems in the research of seismic behavior of composite shear walls with double steel plates and filled concrete. Finally, the development of the seismic behavior of composite shear walls with double steel plates and filled concrete is prospected.
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Hu, Hong-Song, Jian-Guo Nie, and Matthew R. Eatherton. "Deformation capacity of concrete-filled steel plate composite shear walls." Journal of Constructional Steel Research 103 (December 2014): 148–58. http://dx.doi.org/10.1016/j.jcsr.2014.08.006.

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Zhang, Jian Wei, Wan Lin Cao, Hong Ying Dong, and Gang Li. "Experimental Study on Seismic Performance of Mid-Rise Composite Shear Walls with CFT Columns and Embedded Steel Plate." Advanced Materials Research 163-167 (December 2010): 2274–84. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2274.

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The shear wall with concrete filled steel tube (CFT) columns and steel plate is a new kind of composite shear wall. In order to know its seismic performance and failure mechanism, six 1/5 scale specimens with the same shear span ratio 1.5, including 3 steel plate shear walls (SPSWs) with CFT columns and 3 reinforced concrete shear walls (RCSWs) with CFT columns and embedded steel plate, were tested under cyclic loading. The thickness of the steel plates in the shear walls changed from 2mm, 4mm to 6mm. Based on the experiment, the load-carrying capacity, hysteresis characteristics, ductility, stiffness degradation, energy dissipation and damage characteristics of the specimens were analyzed. Especially, the ratio of height to sectional thickness of the steel plates in the shear wall was considered. The result shows that both the SPSW with CFT columns and the RCSW with CFT columns and embedded steel plate have good seismic performance and are with important practical engineering value.
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Shafaei, Soheil, Amit H. Varma, Jungil Seo, and Ron Klemencic. "Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled." Journal of Structural Engineering 147, no. 10 (October 2021): 04021145. http://dx.doi.org/10.1061/(asce)st.1943-541x.0003091.

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Kenarangi, Hadi, Emre Kizilarslan, and Michel Bruneau. "Cyclic behavior of c-shaped composite plate shear walls – Concrete filled." Engineering Structures 226 (January 2021): 111306. http://dx.doi.org/10.1016/j.engstruct.2020.111306.

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Polat, Erkan. "Boundary plate influence on tie bars axial force demands in composite plate shear walls‒concrete filled." Challenge Journal of Structural Mechanics 8, no. 4 (December 13, 2022): 166. http://dx.doi.org/10.20528/cjsmec.2022.04.005.

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In composite plate shear walls–concrete filled (C-PSW/CF), there is an indeterminate flow of force between concrete, steel plate and tie bars. Finite element methods (FEM) are frequently used to verify this force flow. The theoretical models available in the literature to predict the tie bar maximum axial force demands were based on walls without boundary plates. The finding in this study is intended to help understand whether current theoretical approaches are conservative and can be applied to boundary plate walls as well. Within the scope of this study, tie bar axial force demands for walls with boundary plates consisting of planar and round shapes and without boundary plates were investigated and compared. For this, a previously benchmarked finite element (FE) wall model was considered and configured to have no boundary plate and have planar and round boundary plates. FE models were analyzed under monotonic lateral displacement up to 4% drift ratio. Passive lateral pressures and transverse force variations on the planar and round boundary plates were investigated.
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Nie, Xin, Jia-Ji Wang, Mu-Xuan Tao, Jian-Sheng Fan, and Fan-Min Bu. "Experimental study of flexural critical reinforced concrete filled composite plate shear walls." Engineering Structures 197 (October 2019): 109439. http://dx.doi.org/10.1016/j.engstruct.2019.109439.

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Li, XiaoHu, and Yan Yuan. "Buckling Behavior of Steel Plates and Concrete Filled Composite Shear Walls Related Nuclear Power Engineering." Advances in Sciences and Engineering 11, no. 1 (June 15, 2019): 23–32. http://dx.doi.org/10.32732/ase.2019.11.1.23.

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Based on the program of nuclear power engineering, the in-plane buckling behavior of Steel plates and concrete filled composite shear wall (SCSW) was investigated. 9 1/5 scaled specimens were conducted under horizontal cyclic load and constant vertical load. The parameters such as the space of studs, the vertical load, the form of connectors, and the thickness of the steel plate were designed to research the affection on the buckling of the steel plate. According to the results of tests, it can be seen that the bulge of the steel plate occurred at about 50mm above the top of the foundation beam. The bulge can be connected as a whole in the specimens with studs only, but not in the specimens with stiffeners. Finite element models were performed to simulate the buckling behavior of the steel plate, and the results were found to be in good agreement with the test results. The buckling stress of the steel plate was calculated by equations based on the measuring data. It was found that they were smaller than that of finite element analysis. The more accurate simulation was needed.
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Dissertations / Theses on the topic "Composite Plate Shear Walls / Concrete-Filled"

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CHEN, PO-YEN, and 陳柏言. "Study on Seismic Behavior for Steel Plate Composite High Strength Reinforced Concrete Coupling Beams of Shear Walls." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/da67p8.

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碩士
國立臺北科技大學
土木工程系土木與防災碩士班
107
Previous studies have pointed out that the built-in steel plate and the lateral ribs in the connecting beam can increase the shear capacity of the beam, and the failure mode changes from shear failure to flexural failure, improve the composite between concrete and steel plate and transmit shear force. The bearing flaps and stiffening plates at the end of the steel plate will destroy the anchoring zone, causing the strength of the steel-containing connecting beam to decay rapidly. In this study, five high-strength reinforced concrete connecting beams were designed and built-in steel plate specimens, with the addition of shearing nails, anchor length and treatment, and the addition of lateral ribs and steel plates to the main design variables. The experimental results show that the built-in steel plate and the lateral ribs and the additional shear nails can increase the shear capacity of the beam, and the failure mode changes from shear failure to flexural failure. The lateral reinforcement of the steel plate is added to the steel plate. Shear studs can improve the composite between concrete and steel plate and transmit shear force. The anchor length of the end of the steel plate is sufficient and the configuration of shear pins and openings can be used to effectively improve the damage of the anchoring zone. The standard test piece configuration steel plate can improve the maximum lateral force strength, displacement capacity, cumulative energy dissipation and initial stiffness of the test piece when the steel plate is anchored and the beam body is well compounded.
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Chan, Chia-Hsin, and 詹家昕. "Experimental and Analytical Studies on the Lateral Load-Displacement Curves of Shear-Critical Steel-Plate Concrete Composite Walls with Boundary Elements." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/7ja4u4.

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碩士
國立臺灣大學
土木工程學研究所
106
Steel-plate concrete (SC) composite wall has high stiffness and high strength. They are mainly used in safety-related nuclear facilities and high-rise structural systems. Currently, AISC N690s1-15 (2015) and AISC 341-16 (2016) provide equations which are based on the behavior of SC walls subjected to pure in-plane shear to predict the in-plane shear strength of SC wall. Nevertheless, both AISC N690s1-15 (2015) and AISC 341-16 (2016) neglect the effect of aspect ratio (height-to-length). In practical application, a SC wall is affected not only by pure in-plane shear behavior but also by in-plane flexure behavior. As a result, the effect of flexure-shear interaction should be considered. On the other hand, a SC wall is very often connected with perpendicular SC walls at the ends. The perpendicular walls become the boundary elements of the longitudinal wall. Since the boundary elements can provide additional overturning moment resistance to the system, the failure mode of SC walls with boundary elements becomes shear failure. Therefore, the prediction of in-plane shear strength of shear-critical SC walls with boundary elements is one of the significant issues. 　　Recently, the studies of in-plane shear strength prediction of SC walls with boundary elements state different opinion of the effect of the aspect ratio. Furthermore, AISC N690s1-15 (2015) and AISC 341-16 (2016) do not offer the equation of lateral load-displacement curves. Consequently, this study aims to discuss the behavior of shear-critical SC walls with boundary elements and the impact of aspect ratio of a shear-critical SC wall on its strength. In addition, this research constructs a model of shear strength prediction which can dominate the effect of aspect ratio and provides two methods for building lateral load-displacement curves. 　　In the experimental program, two large-size spcimens were tested under displacement-controlled cyclic loading. From previous literatures and the test results of this research, it is clear that when aspect ratio is under certain value, the impact of aspect ratio on the shear strength is more noticeable and vice versa. By comparing the concrete minimum principal stress results from finite element method analysis with the concrete failure results from experiment, the possible mechanism of infilled concrete is obtained. To sum up, the shear strength prediction model in this research is modified from the model of Booth et al. (2015) and it takes the effect of the aspect ratio into consideration. Moreover, the prediction model is simplified by observing the analytical results of LS-DYNA. The benchmarked finite element models are then used to conduct a parametric study, which investigates the effects of wall aspect ratio, reinforcement ratio and uniaxial concrete compressive strength on the depth of the concrete compression zone. The verification results shows that the prediction model in this study is more accurate than any other prediction models from seleted literatures. Lateral load-displacement curves of shear-critical SC walls with boundary elements are developed by simplified analytical models from Epackachi et al. (2015a) and by PISA3D pushover models. Both predicted curves match the initial stiffness from finite element method analysis and the experimental peak lateral strength within a drift ratio of 2.0%.
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Book chapters on the topic "Composite Plate Shear Walls / Concrete-Filled"

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"Mixed and composite structures Study on the shear strength of composite concrete and steel plate shear walls with binding bars." In Behaviour of Steel Structures in Seismic Areas, 653–58. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-98.

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"Finite Element Analysis of Composite Shear Walls with Double Steel Plates and Filled Concrete for a Nuclear Island Structure under In-Plane Loading." In Materials in Environmental Engineering, 391–412. De Gruyter, 2017. http://dx.doi.org/10.1515/9783110516623-038.

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Conference papers on the topic "Composite Plate Shear Walls / Concrete-Filled"

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Jin, Huajian, Guoqiang Li, and Feifei Sun. "Study on non-buckling steel plate shear walls with corrugated core panel." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7009.

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In this paper, a non-buckling steel plate shear wall with corrugated core panel was introduced, which keeps itself from premature buckling by fully taking advantage of extra-large flexural stiffness of corrugated core panel and enables to yield before buckling. Most importantly, the optimal corrugation configuration of corrugated core panel was obtained by parametric investigation into detailed dimensions of single wave such as thickness, depth of corrugation, angle of corrugation and so on, which was hereafter validated by numerical simulation. Non-dimensional parameters such as height-to-thickness ratio, width-to-thickness ratio and aspect ratio have also been taken into consideration, all of which turn out to be the most decisive factors of guaranteeing the “non-buckling”. The parametric analysis proves that as long as the former two factors are below the critical values recommended in this paper, unexpected buckling is not going to happen. On the other hand, theoretical approaches to calculate the yielding strength and initial stiffness were derived, as well as a theoretical design method for boundary elements. Meanwhile, a simplified model was concluded. Formulas to determine the cross-section of cross braces and boundary elements were given based on the principle of equivalent yielding strength and initial stiffness. Finally, four specimens were resorted to testify above theory and parametric study. Two specimens with larger height-to-thickness ratio that exceeds the recommended limit exhibit inevitable buckling, while the others with smaller height-to-thickness ratio show ideal energy-absorbing capability and no evident buckling is observed even under an inter-story drift of 2%.
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Hatami, F., A. Rahai, and L. Hoseinzadeh. "Optimization of concrete/steel thickness ratio in composite steel plate shear walls (CSSWs)." In OPTI 2009. Southampton, UK: WIT Press, 2009. http://dx.doi.org/10.2495/op090161.

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Bhardwaj, Saahastaranshu R., Amit H. Varma, and Taha Al-Shawaf. "Outline of Specification for Composite SC Walls in Nuclear Facilities." In 2016 24th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/icone24-60960.

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Appendix N9 to AISC N690s1 presents the design provisions for steel-plate composite (SC) walls in safety related nuclear facilities. AISC N690s1 is Supplement No. 1 to AISC N690-12 specification for safety related steel structures in nuclear facilities and was published in October 2015. This paper discusses the outline of Appendix N9 as well as how the appendix can be used for the design of SC wall structures. Appendix N9 establishes the minimum requirements that SC walls need to meet in order for the specification to be applicable. The requirements include minimum and maximum wall thickness and steel reinforcement ratio. Detailing requirements for SC wall panel sections are also discussed. The faceplate slenderness requirement to prevent the limit state of buckling before yielding is provided. Steel anchor requirements are based on developing adequate composite action, and preventing interfacial shear failure. Requirements for tie bars connecting the steel plates (faceplates) are provided to prevent splitting failure and out-of-plane shear failure. The detailing and design provisions for regions around openings in SC walls are also included. Appendix N9 provides a method of checking the design of SC walls for impactive and impulsive loads. A discussion of the analysis requirements for SC walls is presented. The provisions include effective stiffnesses, accident thermal loading and model parameters for analysis. The design strength equations for axial tension, axial compression, out-of-plane shear, out-of-plane flexure, in-plane shear, and for combined in-plane forces and out-of-plane moment demands are parts of the provisions of the appendix. The provisions also include interaction equations for evaluating tie bars resisting demands due to combination of out-of-plane and interfacial shear forces. Performance requirements for the anchorage of SC walls to concrete basemat, SC wall-to-wall connections and SC walls to floor slab connections are given in the appendix. The provisions also include requirements for fabrication, inspection, and quality control of SC walls constructed for safety-related nuclear facilities.
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Jiang, Dongqi, Shanquan Liu, Tao Chen, and Gang Bi. "Machine learning-based failure mode identification of RCSPSW." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1150.

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<p>Reinforced concrete – steel plate composite shear walls (RCSPSW) have attracted great interests in the construction of tall buildings. From the perspective of life-cycle maintenance, the failure mode recognition is critical in determining the post-earthquake recovery strategies. This paper presents a comprehensive study on a wide range of existing experimental tests and develops a unique library of 17 parameters that affects RCSPSW’s failure modes. A total of 127 specimens are compiled and three types of failure modes are considered: flexure, shear and flexure-shear failure modes. Various machine learning (ML) techniques such as decision trees, random forests (RF), <i>K</i>-nearest neighbours and artificial neural network (ANN) are adopted to identify the failure mode of RCSPSW. RF and ANN algorithm show superior performance as compared to other ML approaches. In Particular, ANN model with one hidden layer and 10 neurons is sufficient for failure mode recognition of RCSPSW.</p>
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Xu, Fei, Tak-Ming Chan, and Ju Chen. "Punching Shear Mechanism Based Design of Concrete-Filled CHS T-Joints under In-Plane Bending." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7513.

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The in-plane bending behaviour of concrete-filled circular hollow section (CHS) T-joints was examined in this paper. The main failure mode, the punching shear of the chord-wall, was observed from the test of four large-scale joints with the diameter ratio of brace to chord (β) ranging from 0.44 to 0.85. The tube-wall deformation was measured to assess the governing failure mode of the composite joints. Complementary finite element (FE) methodology was verified against the experimental findings and the validated FE models were used to further investigate the mechanical behaviour and the design methodology. The feasibility to apply a fracture criterion in the material-level to a large-scale structural simulation was evaluated. The validated FE modes could successfully capture the tube-wall fracture initiation and propagation. Based on both experimental and numerical investigations, it was shown that the capacity of composite joints was governed by the ultimate strength limit, i.e. punching shear strength, due to the infill concrete that mitigated both inward and outward deformation on the compressive and tensile sides, respectively. The analytical model was established to reveal the composite actions between the tube and the inner concrete, and to elaborate the development of the flexural section-resistance. Finally, the design equation was proposed and could well predict the moment capacity.
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Guo, Lanhui, Sumei Zhang, and Ran Li. "Hysteretic Behavior of Composite Steel Plate Shear Wall Systems." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_346.

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Zhou, Junming, Y. L. Mo, Xianghong Sun, and Jie Li. "Seismic Performance of Composite Steel Plate Reinforced Concrete Shear Wall." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)285.

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Shang, Ziduan, Xiao Huang, Yugang Sun, and Meng Chu. "A Recommended Method for SC Wall Design-Evaluation Regarding the Elasto-Plastic Behavior Under Beyond Design Basis Seismic Loading." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-81088.

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Steel Concrete Composite Wall (SC-Wall) is a unique composite structural component designed and used for shield building wall in new nuclear power plants construction. The composite function (action) of steel-plate and concrete is through the use of embedded studs, which are designed in an appropriate pattern to secure the connections between concrete and surface steel-plates. Thus the behavior of studs (primarily shear behavior) determines the composite state and its functions for serving as an integrated one-piece (or monolithic) section. For elastic state (linear) and ultimate state design, ACI 318 / 349 and recent published design specifications provide formula / equations for shear design-evaluations between plate stud and concrete; but for Beyond Design Basis (BDB) loading conditions, since the section behaves in elasto-plastic (or plastic) state, the constitutive relations among plate-stud-concrete have not yet established in current prevailing codes / or standards. Considering this situation, this paper is contributed to investigate the section behaviors of SC wall subjected to above BDB seismic loadings, provide recommendations for constitutive relations to reveal the actual strain-stress conditions and composite states, and further provide criteria suitable for section design and evaluations under such a circumstance. This research and investigation are based on an analytical methodology and physical model.
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Hitaka, Toko, and Andres Jacobsen. "Cyclic Tests on RC-Steel Shear Plate Composite Wall System Applicable in Beam Spans with Large Openings." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)38.

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Nie, Jian-Guo, and Xiao-Wei Ma. "Effective Stiffness of Steel Plate-Concrete Composite Shear Wall Structures under Normal Status." In Structures Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.218.

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Reports on the topic "Composite Plate Shear Walls / Concrete-Filled"

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Agrawal, Shubham, Morgan Broberg, and Amit Varma. Seismic Design Coefficients for SpeedCore or Composit Plate shear Walls - Concrete Filled (C-PSW/CF) Final Project Report. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317125.

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