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Relevant bibliographies by topics / Continuous deep beams

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Academic literature on the topic 'Continuous deep beams'

Author: Grafiati

Published: 4 June 2021

Last updated: 16 February 2022

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Journal articles on the topic "Continuous deep beams"

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Zargarian, Mahsa, and Alireza Rahai. "Theoretical and Experimental Studies of Two-Span Reinforced Concrete Deep Beams and Comparisons with Strut-and-Tie Method." Advances in Civil Engineering 2021 (February 8, 2021): 1–16. http://dx.doi.org/10.1155/2021/8880067.

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Regarding the complicated behavior of continuous deep beams, a research program including three parts was conducted. First part: three continuous concrete deep beams with different shear span-to-depth ratios (a/h) were tested. The effects of varying a/h ratio on ultimate strength and failure modes were investigated. Second part: the nonlinear finite element (FE) analyses were performed to simulate the experimental specimens and 21 large-scale continuous deep beams. The main parameters investigated were a/h ratio from 0.33 to 2 and f c ′ considered 40 MPa, 60 MPa, and 80 MPa. Third part: the st

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Saeed, Jalal Ahmed, and Ali Ramadhan Yousif. "Tests of Fibrous and Nonfibrous Reinforced Concrete Continuous Deep Beams with Web Openings." Journal of Zankoy Sulaimani - Part A 15, no. 2 (2013): 1–20. http://dx.doi.org/10.17656/jzs.10241.

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Liu, Jing Yu, and Hua Xin Liu. "Bearing Performance Analysis Based on ANSYS of Continuous Deep Beams with Opening." Applied Mechanics and Materials 130-134 (October 2011): 1617–20. http://dx.doi.org/10.4028/www.scientific.net/amm.130-134.1617.

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The numerical simulation of reinforced concrete continuous deep beams with opening is analyzed by Finite Element Software ANSYS to establish reasonable mechanical model. The stress characteristics and deformation’s situation of the deep beams with opening are analyzed under concentrated load and different openings in different parts. The purpose is to supply some favorable suggestions in engineering application of reinforced concrete deep beam with openings.

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SUBEDI, N. K. "REINFORCED CONCRETE TWO-SPAN CONTINUOUS DEEP BEAMS." Proceedings of the Institution of Civil Engineers - Structures and Buildings 128, no. 1 (1998): 12–25. http://dx.doi.org/10.1680/istbu.1998.30031.

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Ashour, A. F., and C. T. Morley. "Discussion: Reinforced concrete two-span continuous deep beams." Proceedings of the Institution of Civil Engineers - Structures and Buildings 152, no. 1 (2002): 85–86. http://dx.doi.org/10.1680/stbu.2002.152.1.85.

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Ashour, A. F., and C. T. Morley. "Effectiveness Factor of Concrete in Continuous Deep Beams." Journal of Structural Engineering 122, no. 2 (1996): 169–78. http://dx.doi.org/10.1061/(asce)0733-9445(1996)122:2(169).

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Yang, K. H., and A. F. Ashour. "Load Capacity of Reinforced Concrete Continuous Deep Beams." Journal of Structural Engineering 134, no. 6 (2008): 919–29. http://dx.doi.org/10.1061/(asce)0733-9445(2008)134:6(919).

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Yang, Keun-Hyeok, and Ashraf F. Ashour. "Aggregate interlock in lightweight concrete continuous deep beams." Engineering Structures 33, no. 1 (2011): 136–45. http://dx.doi.org/10.1016/j.engstruct.2010.09.026.

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Falih Ali, Adnan, and Abdul_Qader Nihad Noori. "EXPERIMENTAL STUDY OF SELF-COMPACTING REINFORCED CONTINUOUS DEEP BEAMS." Journal of Engineering and Sustainable Development 23, no. 01 (2019): 43–65. http://dx.doi.org/10.31272/jeasd.23.1.4.

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Sandeep, MS, Praveen Nagarajan, and A. P. Shashikala. "Behaviour of Steel Fibre Reinforced Rubberized Continuous Deep Beams." IOP Conference Series: Materials Science and Engineering 330 (March 2018): 012125. http://dx.doi.org/10.1088/1757-899x/330/1/012125.

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Dissertations / Theses on the topic "Continuous deep beams"

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Ashour, Ashraf Fawzy. "Behaviour and strength of reinforced concrete continuous deep beams." Thesis, University of Cambridge, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319339.

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Shalookh, Othman H. Zinkaah. "Behaviour of continuous concrete deep beams reinforced with GFRP bars." Thesis, University of Bradford, 2019. http://hdl.handle.net/10454/18381.

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Khatab, Mahmoud A. T. "Behaviour of continuously supported self-compacting concrete deep beams." Thesis, University of Bradford, 2016. http://hdl.handle.net/10454/14628.

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The present research is conducted to investigate the structural behaviour of continuously supported deep beams made with SCC. A series of tests on eight reinforced two-span continuous deep beams made with SCC was performed. The main parameters investigated were the shear span-to-depth ratio, the amount and configuration of web reinforcement and the main longitudinal reinforcement ratio. All beams failed due to a major diagonal crack formed between the applied mid-span load and the intermediate support separating the beam into two blocks: the first one rotated around the end support leaving the

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Kudrna, Jiří. "Nosná železobetonová konstrukce víceúčelového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265738.

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This work deals with the structural solution of reinforced concrete floor slab, deep beam and its support of multipurpose building. The structure is designed and assessed in according to valid standards. The continuous one-way slab is analyzed by Finite Element Method, deep beam is solved by Strut-and-Tie model.

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Ashour, Ashraf F., C. T. Morley, and N. K. Subedi. "Reinforced concrete two-span continuous deep beams." 2002. http://hdl.handle.net/10454/867.

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Yang, Keun-Hyeok, and Ashraf F. Ashour. "Load capacity of reinforced concrete continuous deep beams." 2008. http://hdl.handle.net/10454/6245.

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Most codes of practice, such as EC2 and ACI 318-05, recommend the use of strut-and-tie models for the design of reinforced concrete deep beams. However, studies on the validity of the strut-and-tie models for continuous deep beams are rare. This paper evaluates the strut-and-tie model specified by ACI 318-05 and mechanism analysis of the plasticity theory in predicting the load capacity of 75 reinforced concrete continuous deep beams tested in the literature. The influence of such main parameters as compressive strength of concrete, shear span-to-overall depth ratio, main longitudinal bottom r

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Yang, Keun-Hyeok, and Ashraf F. Ashour. "Aggregate interlock in lightweight concrete continuous deep beams." 2010. http://hdl.handle.net/10454/7562.

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yes<br>There are very few, if any, available experimental investigations on aggregate interlock capacity along diagonal cracks in lightweight concrete deep beams. As a result, the shear design provisions including the modification factor of ACI 318-08 and EC 2 for lightweight concrete continuous deep beams are generally developed and validated using normal weight simple deep beam specimens. This paper presents the testing of 12 continuous beams made of all-lightweight, sand-lightweight and normal weight concrete having maximum aggregate sizes of 4, 8, 13 and 19 mm. The load capacities of beams

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Yang, Keun-Hyeok, and Ashraf F. Ashour. "Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams." 2007. http://hdl.handle.net/10454/863.

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Yes<br>Although the depth of reinforced concrete deep beams is much higher than that of slender beams, extensive existing tests on deep beams have focused on simply supported beams with a scaled depth below 600 mm. In the present paper, test results of 12 two-span reinforced concrete deep beams are reported. The main parameters investigated were the beam depth, which is varied from 400 mm to 720 mm, concrete compressive strength and shear span-tooverall depth ratio. All beams had the same longitudinal top and bottom reinforcement and no web reinforcement to assess the effect of changing t

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Wu, Chi I., and 吳奇益. "Modeled Two Span Continuous HSC Deep Beams by STM." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/52526886233114595371.

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Lin, Yuh-Feng, and 林喻峰. "Behavior of Two-Span Continuous High Strength Concrete Deep Beams." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/39549895208014703282.

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Books on the topic "Continuous deep beams"

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Asin, Melvin. The Behaviour of Reinforced Concrete Continuous Deep Beams. Delft Univ Pr, 2000.

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Book chapters on the topic "Continuous deep beams"

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Bob, Corneliu, Sorin Dan, Catalin Badea, Aurelian Gruin, and Liana Iures. "Strengthening of the Frame Structure at the Timisoreana Brewery, Romania." In Case Studies of Rehabilitation, Repair, Retrofitting, and Strengthening of Structures. International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/sed012.057.

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<p>Many structures built in Romania before 1970 were designed for gravity loads with inadequate lateral load resistance because earlier codes speciﬁed lower levels of seismic loads. Some of these structures are still in service beyond their design life. Also, some deterioration was observed in existing structures due to the actions of different hazard factors. This paper presents the case study of a brewery with reinforced concrete framed structure of ﬁve storeys and a tower of nine storeys, which has been assessed and strengthened. The brewery and the tower were built in 1961 and an extension in 1971. An assessment performed in 1999 showed up local damages at slabs, main girders, secondary beams, and columns; concrete carbonation; concrete cover spalled over a large surface; complete corrosion of many stirrups and deep corrosion of main reinforcement; and some broken reinforcement. Such damage was caused by salt solution, CO2, relative humidity RH 80%, and temperatures over 40◦C. Also, inadequate longitudinal reinforcement was deduced≈ from the structural analysis. The initial design, done in 1960, was according to the Romanian codes of that time with provisions at low seismic actions. The structural system weakness is due to present-day high seismic actions. The rehabilitation of the reinforced concrete structure was performed by jacketing with reinforced concrete for the main and secondary beams and columns. In 2003, due to continuous operation and subsequent damage of the structure, a new assessment was required. It was found that some beams and one column were characterized by inadequate main and shear reinforcement as well as corrosion of many stirrups at beams. The strengthening solution adopted was based on carbon ﬁbre reinforced polymer composites for beams and column.</p>

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Rogowsky, D. "Continuous deep beams." In Reinforced Concrete Deep Beams. Spon Press, 1998. http://dx.doi.org/10.4324/9780203034880.ch4.

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"Continuous deep beams." In Reinforced Concrete Deep Beams. CRC Press, 1991. http://dx.doi.org/10.4324/9780203034880-6.

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Diagne, Souleymane Bachir. "Time and Fatalism." In Postcolonial Bergson, translated by Lindsay Turner. Fordham University Press, 2019. http://dx.doi.org/10.5422/fordham/9780823285839.003.0005.

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This chapter takes up G.W. Leibniz’s formulation of Islamic thought as a philosophy of fatalism: fatum mahometanum,or Turkish (or Islamic) fatalism. Against the prejudice that Islam is a doctrine of absolute predestination, founded on a cosmology of a closed work in which the future is already determined, this chapter shows Iqbal’s Quranic cosmology as a continuously emerging universe, open to the creative action of the human individual. Bergson’s philosophy, in its revolutionary reconfiguration of time as duration, is essential to the thought of such a cosmology; in this, Bergsonian thought allows an escape from the binds of fate and predestination and bears a deep affinity with the version of Islamic thought advanced by Iqbal.

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Zalasiewicz, Jan, and Mark Williams. "Primordial Climate." In The Goldilocks Planet. Oxford University Press, 2012. http://dx.doi.org/10.1093/oso/9780199593576.003.0007.

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We are lucky, on Earth. We are lucky because we—as complex and self-aware organisms—are here. We are sustained, given air to breathe, and water, and food, by a very ancient planet: a planet past its midpoint, a planet that is nearer death than birth. Our species is a latecomer. It took some three billion years to bridge the gap from a single-celled organism (originating in this planet’s youth) to a multicellular one, and then a little over half a billion more to arrive at the diversity of species on Earth today, including Homo sapiens . In all this time, the chain of life has remained unbroken. The Earth has been consistently habitable, with an atmosphere, and land, and oceans. Since life began, our planet has never been truly deep-frozen, nor have the oceans boiled away. The Earth is the Goldilocks planet. One recalls, here, the children’s story, where the young heroine of that name walks into the house of the three bears, and in their absence tries out successively their bowls of porridge, their chairs, and their beds. Each time the first and second choices are too hot or cold, large or small, hard or soft—and the third choice is just right . The Earth has been, so far and all in all, just right for life: not just right at any one time, but continuously so for three billion years. There have, though, been some close calls: times of mass extinction. But, life has always clung on to bloom once more. That makes the Earth’s history more remarkable than any children’s story. Other planets have not been so lucky. Mars seems to have been a planet with an appreciable atmosphere, and—at least intermittently—running water over its surface, and may even have begun to incubate life. But the atmosphere was stripped away by the solar wind. Its early lakes and rivers became acid, charged with sulphates. Then, most of the water evaporated and was carried off into space; what little was left became locked away as permafrost and in thin ice-caps. Mars does have weather, including spectacular, planet-wide dust-storms.

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Conference papers on the topic "Continuous deep beams"

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Zhang, Ning, and Kang Hai Tan. "Continuous Deep Beams on Spring Supports." In 7th International Conference on Tall Buildings. Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789628014194_0033.

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Shahidul Islam, S. M., and Amar Khennane. "An Optimized Nonlinear Finite Element Design For Continuous Rc Deep Beams." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-188-535.

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Abdul-Razzaq, Khattab Saleem, Ali Mustafa Jalil, and Asala Asaad Dawood. "Reinforced concrete continuous deep beams under the effect of different parameters." In 2ND INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING & SCIENCE (IConMEAS 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000055.

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Gouskov, Alexander M., Sergey A. Voronov, Eric Butcher, and Subhash C. Sinha. "Nonlinear Flexural-Torsional Vibrations of a Gundrilling Tool." In ASME 2005 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/detc2005-85308.

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The nonlinear dynamics of a tool commonly employed in deep hole drilling is analyzed. The tool is modeled as a continuous beam that vibrates in transverse and axial directions caused by cutting process. The mechanical model of cutting forces is a nonlinear function of cutting tool displacement including state variables with time delay. The equations of new surface formation are separated as a specific set. These equations naturally include the regeneration effect of oscillations under cutting and it is possible to analyze continuous and intermittent cutting involving either stationary or non-s

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Qiang, Yuhao, Jia Liu, Darryl Dieujuste, Katrina Ramsamooj, and Sarah E. Du. "Continuous Cell Sorting by Dielectrophoresis in a Straight Microfluidic Channel." In ASME 2018 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/imece2018-88156.

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Dielectrophoresis (DEP) has been demonstrated as an effective mechanism for cell sorting in microfluidic settings. Many existing methods utilize sophisticated microfluidic designs that require complicated fabrication process and operations. In this paper, we present a microfluidics-based cell sorter that is capable of sorting microparticles continuously in a simple straight channel, thus facilitating easier fabrication and operation. An array of indium-tin oxide (ITO) electrodes are embedded on the bottom surface of the straight channel to generate a DEP force field. This force results in devi

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Zimmermann, Gunnar, Mark Johnston, and Rolf Christ. "A Focused Ion Beam Technique to Electrically Contact the Deep Trench Capacitor of a Single Active Memory Cell in the Sub 0.25µm Technology Regime." In ISTFA 2000. ASM International, 2000. http://dx.doi.org/10.31399/asm.cp.istfa2000p0225.

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Abstract Focused ion beam (FIB) techniques are continuously improved to meet the demands of shrinking device dimensions and new technologies. We developed a simultaneous milling and deposition FIB technique to provide electrical contact to small buried targets in semiconductors. This method is applied to directly connect the deep trench (DT) capacitor of a DRAM single cell in deep submicron technology. By carefully adjusting the deposition parameters (scanned area &lt; (0.3 µm)2, beam current &lt; 20 pA) we are able to influence diameter, depth and Pt fill properties of the hole to mee

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Jingru, Han, Liu Qiaofeng, Chen Haiying, and Zhang Chunming. "Application of Monte Carlo to PWR Cavity Radiation Streaming Calculation." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67831.

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The cavity streaming is the neutron beam from the reactor core through the tunnel, which is between the external surface of the pressure vessel and the shield inner surface. Reactor cavity streaming calculation is a typical deep penetration problem with complex geometry. The accurate calculation of neutron radiation streaming is a key problem to the reactor shielding calculation, for which the Monte Carlo method and the discrete ordinate method are two popular methods. The speed of discrete ordinate method calculation is fast, but it is hard to describe the complex pile of cavity; the Monte Ca

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Zhou, J., H. L. Tsai, P. C. Wang, and R. Menassa. "Melt Flow and Porosity Formation in Pulsed Laser Keyhole Welding." In ASME 2004 Heat Transfer/Fluids Engineering Summer Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ht-fed2004-56732.

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Instead of CW (continuous wave) mode, pulsed mode laser welding has been popularly used in industry especially for Nd: YAG lasers. In pulsed mode laser keyhole welding, pores have been frequently observed near the root of the solidified weld. Our previous studies have indicated that the formation of porosity is caused by two competing mechanisms during the keyhole collapse process, and they are 1) the speed of solidification process for the melt surrounding the keyhole and 2) the speed of melt backfilling the keyhole. If the solidification process is too fast and completed before the keyhole i

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Igbadumhe, Jane-Frances, Mirjam Furth, Jack Bonoli, and John Dzielski. "Experimental Investigation of FPSO Roll Motion Response Coupled with Sloshing in a Pair of Two Row Cargo Tanks." In Offshore Technology Conference. OTC, 2021. http://dx.doi.org/10.4043/31258-ms.

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Abstract Floating Production Storage and Offloading Units (FPSOs) will continue to be in high demand because of their numerous advantages; such as, their ability to offer early production and operate in ultra-deep water locations, while remaining easy to relocate to meet changing needs. By design, slack cargo tanks are almost always present in FPSOs due to continuous loading and offloading operations; however, the presence of slack cargo impacts the seakeeping stability abilities of FPSOs. There are limited published experimental data on coupled sloshing with seakeeping of stationary vessels,

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Odina, Lanre, and Roger Tan. "Seismic Fault Displacement of Buried Pipelines Using Continuum Finite Element Methods." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79739.

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In deep waters, pipelines are usually installed exposed on the seabed, as burial is generally not required to ensure on-bottom stability. These exposed pipelines are nevertheless susceptible to seismic geohazards like slope instability at scarp crossings, soil liquefaction and fault movements which may result in failure events, although larger diameter pipelines are generally known to have good tolerances to ground deformation phenomena, provided the seismic magnitudes are not too onerous. Regardless of the pipeline size, these seismic geohazard issues are usually addressed during the design s

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