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Thematische Bibliographien / Reinforced concrete High strength concrete Columns, Concrete. Axial loads

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Auswahl der wissenschaftlichen Literatur zum Thema „Reinforced concrete High strength concrete Columns, Concrete. Axial loads“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 1. Februar 2022

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Zeitschriftenartikel zum Thema "Reinforced concrete High strength concrete Columns, Concrete. Axial loads"

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Yang, Bao Sheng, and Shi Hua Song. "Study on the Factors Affecting the Anti-Seismic Performance of Steel Reinforced High-Strengh Concrete Columns." Advanced Materials Research 535-537 (June 2012): 1842–46. http://dx.doi.org/10.4028/www.scientific.net/amr.535-537.1842.

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Through experimental study of six steel reinforced high strength concrete columns under low cyclic horizontal loads, the influence on anti-seismic behavior of the columns under different axial load coefficient, stirrup ratio and steel reinforced form is analyzed.The study found in addition to the fact that the anti-seismic performance of high strength concrete columns is sensitive to axial load coefficient, steel reinforced form is also an important influencing factor. For high strength concrete columns with different steel reinforced forms, appropriate adjustment of its axial load coefficient

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Ali, A., Z. Soomro, S. Iqbal, N. Bhatti, and A. F. Abro. "Prediction of Corner Columns’ Load Capacity Using Composite Material Analogy." Engineering, Technology & Applied Science Research 8, no. 2 (2018): 2745–49. http://dx.doi.org/10.48084/etasr.1879.

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There are numerous reasons for which concrete has become the most widely used construction material in buildings, one of them being its availability in different types, such as fiber-reinforced, lightweight, high strength, conventional and self-compacting concrete. This advantage is specially realized in high-rise building construction, where common construction practice is to use concretes of different types or strength classes in slabs and columns. Columns in such structures are generally made from concrete which is higher in compressive strength than the one used in floors or slabs. This ra

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Eid, Rami, Boris Muravin, and Konstantin Kovler. "Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading." Materials 13, no. 14 (2020): 3114. http://dx.doi.org/10.3390/ma13143114.

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Acoustic Emission (AE) nondestructive tests have attracted great interest for their use in the determination of structural properties and behavior of reinforced concrete (RC) elements. One of the applications this method can contribute to is in high-strength concrete (HSC) columns. These elements have a great advantage in the lower stories of high-rise buildings. However, the premature failure of the concrete cover and the brittleness nature of the failure is of a concern for engineers. This paper presents a study on the AE monitoring of HSC columns subjected to compressive axial loading. The

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Wang, Hai Liang, and Hao Li. "Experimental Research on Basalt Fiber Reinforced High-Strength Concrete Filled Steel Tubular Short Columns Subjected to Axial Compression Load." Advanced Materials Research 834-836 (October 2013): 768–71. http://dx.doi.org/10.4028/www.scientific.net/amr.834-836.768.

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The tests of 5 basalt fiber reinforced high-strength concrete filled steel tubular short columns and 1 high-strength concrete filled steel tubular short column were carried out under axial compression load, and the influence of different dosages and length-diameter ratio of basalt fiber on the mechanical behavior of the basalt fiber reinforced high-strength concrete filled steel tubular short columns were discussed. The results indicated that the ultimate load-bearing capacity and the ductility of short columns were improved by adding basalt fiber in concrete, and the failure mode of short col

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Zheng, Xian Chao, Qing Ning Li, Shu Bin Pan, and Wei Shan Jiang. "Experimental Study on Seismic of High-Strength Spiral Stirrups Prefabricated Column Encased by Steel Plate Hoop and Bolt Reinforcement." Advanced Materials Research 594-597 (November 2012): 1675–79. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1675.

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The assembled monolithic compound spiral reinforced concrete column in this paper is a kind of concrete column reinforced by high-strength compound spiral stirrups and jointed by local steel tubular and bolt reinforcement. Experiments of four specimens under low cyclic loading and different axial compressive loads are carried out, and the result testifies that the anti-seismic property of these measures is not worse than the integral compound spiral hoop columns under the same load.

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Li, Jin, Xiao Jie Li, Qing Ning Li, Wei Shan Jiang, and Yi Hui Ying. "Research of Assembled Monolithic Compound Spiral Reinforced Concrete Column Encased by Steel Plate Hoop and Jointed by Bolts." Materials Science Forum 724 (June 2012): 255–58. http://dx.doi.org/10.4028/www.scientific.net/msf.724.255.

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The assembled monolithic compound spiral reinforced concrete column in this paper is consisted of two concrete columns reinforced by high-strength compound spiral hoop and jointed by encased steel and bolts. Experiments of four specimens under low cyclic loading and different axial compressive loads are carried out, and the result testifies that the anti-seismic property of this measure is not worse than the integral compound spiral hoop columns under the same load.

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Li, Xiao Wei, Xue Wei Li, and Xin Yuan. "Seismic Performance of High Titanium Heavy Slag High Strength Concrete Columns." Applied Mechanics and Materials 174-177 (May 2012): 455–59. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.455.

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For expedite the development of high titanium heavy slag concrete, eight high titanium heavy slag high strength reinforced concrete (HTHS-HSRC) scale model column are studied. The eight HTHS-HSRC model columns are tested under reversed horizontal force. Primary experimental parameters include axial load ratio varying from 0.3 to 0.5, volumetric ratios of transverse reinforcement ranging from 1.38% to 1.56%, strength of high titanium heavy slag high strength concrete varying from 55.9 to 61.6 N/mm2 and configurations of transverse reinforcement. It is found from the test result that HTHS-HSRC m

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Ghanim Jumah, Ghzwan. "Behavior of High Strength Reinforced Concrete Hollow Circular Short Columns under Axial Loads." DJES 12, no. 3 (2019): 95–102. http://dx.doi.org/10.24237/djes.2019.12311.

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This work deals with investigating the capacity of high strength columns, under axial compression loads. A total of nine circular column with 600 mm length and 150 mm outer diameter were tested, three of them were solid as a reference, the remaining six columns were with internal hole of 50 and 75 mm dimeter. The effect of hole size as well as area of longitudinal steel reinforcement was studied. Area of steel used where 0, 301 and 471 mm2 and two hole size were 50 and 75 mm. The results showed that the increasing of longitudinal reinforcement ratio from 0 % (plain) to 2.67% (steel reinforceme

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Xu, Juechun, Chengqing Wu, Jun Li, and Jintao Cui. "Simplified finite element method analysis of ultra-high-performance fibre-reinforced concrete columns under blast loads." Advances in Structural Engineering 20, no. 1 (2016): 139–51. http://dx.doi.org/10.1177/1369433216646012.

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Ultra-high-performance fibre-reinforced concrete has exceptional mechanical properties including high compressive and tensile strength as well as high fracture energy. It has been proved to be much higher blast resistant than normal concrete. In this article, flexural behaviours of ultra-high-performance fibre-reinforced concrete columns were investigated through full-scale tests. Two 200 mm × 200 mm × 2500 mm columns with and without axial loading were investigated under three-point bending tests, and their load–displacement relationships were recorded and the moment curvatures were derived.

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Li, Yun Yun, and Bao Sheng Yang. "Study on the Sensitivity Factors Affecting the Anti-Seismic Performances of Steel Reinforced High-Strength Concrete Columns." Applied Mechanics and Materials 405-408 (September 2013): 845–49. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.845.

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Through the experimental tests on 6 steel reinforced high-strength concrete columns under low cyclic horizontal loads, the influence on anti-seismic performance of the columns under different axial compression ratio, stirrup ratio and steel form is analyzed, and that anti-seismic performance of the columns is affected not only by axial compression ratio, but also by steel form. For steel reinforced high-strength concrete columns with different steel forms, the limit values of axial compression ratio may be adjusted, while the influence of stirrup ratio is not prominent.

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Dissertationen zum Thema "Reinforced concrete High strength concrete Columns, Concrete. Axial loads"

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Shamsai, Mohammad. "Prefabricated cage system for reinforcing concrete members." Columbus, Ohio : Ohio State University, 2006. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1141744526.

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Montgomery, David L. "Behavior of spirally reinforced high strength concrete columns under axial loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1996. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ51538.pdf.

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Chau, Siu-lee. "Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams." Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B31997661.

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Chau, Siu-lee, and 周小梨. "Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B31997661.

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Prasetya, Dwi, and Dwi Prasetya. "Shear Behavior of Reinforced Concrete Columns with High Strength Steel and Concrete under High Axial Load." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/38197637004051706289.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>101<br>Eight columns were tested under axial compression load and cyclic loading. All specimens were designed for shear failure using high strength concrete and high strength steel as its reinforcement. The parameters of these columns were compressive strength of concrete (70 MPa and 100 MPa), transverse reinforcement spacing (hoop ratio

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Kurniawan, Dimas Pramudya, and 孔坦美. "Shear Behavior of Reinforced Concrete Columns with High Strength Steel and Concrete under Low Axial Load." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/fkk9d3.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>99<br>The developing of High Strength Concrete (HSC) and High Strength Steel (HSS) utilization in several high-rise building especially in columns gives significant benefits. High-rise buildings that located in seismic region should resist earthquakes in the structure members (i.e., columns). Potential shear failure has to be prevented. Current design codes have emphasis on avoiding shear failure since shear failure is brittle without warning. This research is conducted to know the shear behavior of column with high strength steel and concrete under low axial load.

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Wu, Sung-Cheng, and 吳松城. "Seismic Behavior of High Strength Concrete Filled Box Columns under Large Axial Loads." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/59243775369741101137.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>103<br>The cyclic load behavior of concrete filled high strength box column (high strength CFBC) under large axial load was experimentally investigated. The parameters in the study included the width-to-thickness (b/t) ratio, axial load level and section type. Total six beam-column specimens were tested under constant axial load and increasing cyclic loading. The CFBC specimens were 280 to 420 mm in width and 2000 mm in height. Nominal b/t ratios varied from 11 to 30. All the specimens were made from high strength (SM 570M, 420~540 MPa) steel, and three of them were

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Tuan, Nguyen Duc, and 阮德俊. "Numerical Investigations of High Strength Steel Fiber Reinforced Concrete Columns under Axial and Cyclic Loading." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/74810502928775770310.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>101<br>Finite element model of high strength steel fiber reinforced concrete columns were carried out in this study to the behavior of it under pure compressive loading tests and subjected to cyclic loading test with high constant compressive load. The work reported in this thesis deals with the analytical models, proposed to predict the behavior of high strength concrete with and without steel fibers. The simulated models were performed by using OpenSees platform, an open source software. The experimental results was adopted from the thesis carried out by Liu, En R

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Chang, Meng Hong, and 張銘鴻. "Flexural Behavior of Reinforced Concrete Columns with High Strength Shear Reinforcement under Low Cyclic Axial Force." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/38344774597853022761.

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碩士<br>國立中興大學<br>土木工程學系<br>86<br>The purpose of this study is to investigate the flexural behavior of reinforced concrete columns with high strength（550 MPa）shear reinforcement under low axial load and cyclic lateral load . A total of eight column specimens were made in this study . The size of specimens was 300mm×300mm×4500mm . The variables included were concrete strength、level of axial load、types of transverse reinforcement and strength of transverse reinforcement . The results show

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Shiue, Shyue Lii, and 薛學禮. "Shear Behavior of Reinforced Concrete Columns with High Strength Shear Reinforcement under Low Cyclic Axial Force." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/78232508503765842783.

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碩士<br>國立中興大學<br>土木工程學系<br>86<br>Abstract The purpose of this study is to investigate the shear behavior of reinforced concrete columns with high strength shear reinforcement under low cyclic axial force. A total of seven column specimens were made in this study. Five of the specimens contained high strength shear reinforcement while the other two con -tained conventional shear reinforcement. The parameters included in this study were concrete str

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Bücher zum Thema "Reinforced concrete High strength concrete Columns, Concrete. Axial loads"

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Montgomery, David L. Behavior of spirally reinforced high-strength concrete columns under axial loading. National Library of Canada, 1996.

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Konferenzberichte zum Thema "Reinforced concrete High strength concrete Columns, Concrete. Axial loads"

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Sheikh, Shamim Ahmed, and Zahra Kharal. "Corrosion-resistant Reinforced Concrete Columns." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0946.

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<p>To address this issue of corrosion of steel in reinforced concrete, large scale columns reinforced with glass fibre reinforced polymer (GFRP) bars were tested under simulated earthquake loads. In addition to the moment - curvature and shear - deflection responses, ductility factors, and work and energy dissipation parameters were used to evaluate column performance. Twenty-five columns with circular and square sections can be compared to investigate variables such as axial load level, amount and type of reinforcement, i.e. GFRP vs steel. GFRP-reinforced columns were found to behave wi

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Güler, Soner, Fuat Korkut, Namik Yaltay, and Demet Yavuz. "Axial behaviour of concrete filled steel tube stub columns: a review." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7602.

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Concrete-filled steel tubular (CFST) columns are widely used in construction of high-rise buildings and peers of bridges to increase the lateral stiffness of the buildings, the axial load capacity, ductility, toughness, and resistance of corrosion of the columns. The CFST columns have much superior characteristics compared with traditionally reinforced concrete columns. The position of the concrete and steel tube in the cross-section of the CFST column is the most appropriate solution in terms of the strength and ductility. The steel tube, which is placed outside of the cross-section of the co

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Huang, Zhenyu, Xinxiong Huang, Weiwen Li, Yingwu Zhou, Lili Sui, and J. Y. Richard Liew. "Experimental behaviour of very high-strength concrete-encased steel composite column subjected to axial compression and end moment." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7034.

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A type of cost-effective and very high strength concrete (VHSC) with 28-day compressive strength of 100-150 MPa is developed for applications in concrete-encased steel composite column constructions. This paper experimentally investigates the structural behaviour of VHSC encased steel composite columns based on a series of pure compression and eccentric compression tests. It is found that such high-strength composite column exhibits brittle post peak behaviour and low ductility but with acceptable compressive resistance. Throughout the tests, the main failure of VHSC encased column under compr

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Chen, Jin-Yang, Lin-Hai Han, Fa-Cheng Wang, and Ting-Min Mu. "Analytical behaviour of concrete-encased CFST box stub columns under axial compression." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6966.

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Concrete-encased CFST (concrete-filled steel tube) members have been widely used in high-rise buildings and bridge structures. In this paper, the axial performance of a typical concrete-encased CFST box member with inner CFST and outer reinforced concrete (RC) is investigated. A finite element analysis (FEA) model is established to analyze the compressive behavior of the composite member. The material nonlinearity and the interaction between concrete and steel tube are considered. A good agreement is achieved between the measured and predicted results in terms of the failure mode and the load-

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Sun, Linzhu, Dongyan Wu, Junliang Zhao, Fang Yang, and Bo Wan. "Axial Compressive Behavior of T-Shaped Concrete Columns with Steel Fiber Reinforced Concrete and High-Strength Stirrups." In 2017 2nd International Symposium on Advances in Electrical, Electronics and Computer Engineering (ISAEECE 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/isaeece-17.2017.33.

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Zhang, Guojun, Benliang Liang, and Boquan Liu. "Experimental Study on Seismic Behavior of High Strength Reinforced Concrete Frame Columns with High Axial Pressing Ratio." In 5th International Conference on Civil Engineering and Transportation. Atlantis Press, 2015. http://dx.doi.org/10.2991/iccet-15.2015.23.

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Piquer Vicent, Ana, David Hernández-Figueirido, and Carmen Ibáñez Usach. "Concrete-filled round-ended steel tubular stub columns under concentric and eccentric loads." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7197.

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In the past, many works to study the mechanical behaviour of concrete filled steel tubular (CFST) stub columns have been conducted. Some of the applications of these composite columns oblige to meet higher requirements of ductility and load-bearing capacity. Traditionally, circular and rectangular tubes have been employed but recently new cross-sectional shapes of these composite columns are being designed and investigated with the aim of optimizing their mechanical behaviour. In this line, concrete-filled round-ended steel tubular columns (CFRT) have appeared as an alternative. However, the n

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Lejano, Bernardo A. "C-section Cold-Formed Steel as Structural Members in Housing Construction in the Philippines." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0235.

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<p>Getting good lumber for housing construction is becoming difficult in the Philippines due to existing partial log ban. Although, the use of reinforced concrete is still the most popular in construction, an emerging alternative is the use of cold-formed steel (CFS). It is gaining popularity because of its high strength-to- weight ratio. However, information about the structural performance of locally-produced cold-formed steel is almost nonexistent. Although, design provisions are stipulated in the local Code, these are based on formulas developed abroad, hence the need to investigate

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