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Relevant bibliographies by topics / Strut-an-tie model

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Academic literature on the topic 'Strut-an-tie model'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Strut-an-tie model"

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Yun, Young Mook, and Hyun Soo Chae. "An optimum indeterminate strut-and-tie model for reinforced concrete corbels." Advances in Structural Engineering 22, no. 12 (2019): 2557–71. http://dx.doi.org/10.1177/1369433219845689.

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The failure behavior of a reinforced concrete corbel is complicated due to the shear span-to-effective depth ratio, reinforcement patterns, load conditions, and material properties. In this study, an optimum first-order indeterminate strut-and-tie model that reflects all characteristics of the failure behavior is proposed for the rational design of reinforced concrete corbels with a shear span-to-effective depth ratio of less than 1.0. A load distribution ratio that transforms the indeterminate strut-and-tie model into a determinate model is also developed to help structural designers design r

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Chae. "An Indeterminate Strut-Tie Model and Load Distribution Ratio for Reinforced Concrete Corbels." Journal of the Korean Society of Civil Engineers 34, no. 4 (2014): 1065. http://dx.doi.org/10.12652/ksce.2014.34.4.1065.

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Chae, Hyun Soo, and Young Mook Yun. "An Indeterminate Strut-Tie Model for Prestressed Concrete Beams." Journal of The Korean Society of Civil Engineers 35, no. 4 (2015): 801–14. http://dx.doi.org/10.12652/ksce.2015.35.4.0801.

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Marzouk, H., E. Rizk, and R. Tiller. "Design of shear reinforcement for thick plates using a strut-and-tie model." Canadian Journal of Civil Engineering 37, no. 2 (2010): 181–94. http://dx.doi.org/10.1139/l09-120.

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The strut-and-tie method is a rational approach to structural concrete design that results in a uniform and consistent design philosophy. A strut-and-tie model has been developed to model the punching-shear behaviour of thick concrete plates. This model provides a quick and simple approach to check the punching-shear behaviour. Thick concrete slabs (250–500 mm) without shear reinforcement can exhibit brittle shear failure under a central force and an unbalanced moment. Shear reinforcement has proven to be very effective in preventing such failures. The developed strut-and-tie model has also be

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Somraj, Amornthep, Kazunori Fujikake, and Bing Li. "Study on Dynamic Shear Resistance of RC Beams." Applied Mechanics and Materials 566 (June 2014): 211–16. http://dx.doi.org/10.4028/www.scientific.net/amm.566.211.

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The aim of this study was to investigate the dynamic shear failure behavior of RC beams under rapid loading through an experimental study and also to set up a strut-and-tie model with loading rate effect to predict the dynamic shear resistance of RC beams. Thus, rapid loading test with 24 RC beams with a shear span-to-deep ratio of 1.9 was performed, in which shear reinforcement ratio and loading rate were variable. All of the RC beams exhibited shear compression failure. Although the shear resistance increases with increasing loading rate, the influence of loading rate on the shear resistance

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Ji, Lei, and Xin Sheng Yin. "Strut- and- Tie Model Method for Partial Compression about Prestressed Tendon Constraint Concrete." Applied Mechanics and Materials 351-352 (August 2013): 1004–7. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1004.

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Prestressed tendon constraint partial compression concrete is a new approach to solve the phenomenon of insufficient bearing capacity in partial compression concrete members .The keystone of Strut-and-tie theory is presented.The development of strut-and-tie model is in-depth analyzed based on the description of the stress distribution in the members , the author considers that this theory can yet be regard as an ideal calculation method in partial compression members which is constrained by prestressed tendon or steel mesh.

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Panjehpour, Mohammad, Abang Abdullah Abang Ali, Anwar Mohammed Parvez, Farah Nora Aznieta, and Yen Lei Voo. "An Overview of Strut-and-Tie Model and its Common Challenges." International Journal of Engineering Research in Africa 8 (December 2012): 37–45. http://dx.doi.org/10.4028/www.scientific.net/jera.8.37.

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B-Regions are parts of the structure in which Bernoulli's principle of straight-line strain is used. D-Regions are parts of the structure with a complicated variation in strain. In essence, D-Regions contain the parts of structure which are near to the concentrated forces or steep changes in geometry which are so-called geometrical discontinuities or static discontinuities. Strut-and-Tie Model (STM) is one of the best models to analyse the D-regions. Nevertheless, according to the existing literature, there are still some challenges about STM which are addressed in this paper. STM and its deta

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Gong, Hao Jun, and Min Su. "The Preliminary Calculation Process of Strut-and-Tie Model." Applied Mechanics and Materials 351-352 (August 2013): 325–28. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.325.

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By briefly introducing the main steps of using strut-and-tie (STM) , this paper showing the preliminary calculation process. In this paper, defining D-region is the very first step in design.Then paper gives the method to calculate the reinforcement needed to meet required tie capacities. In addition, checking the room for struts is also an important step in the calculation. Since it can examine the correctness of the STM designed by engineer.

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Wang, Ji Yang, Yi Lin Sun, and Masanobu Sakashita. "Direct Strut-and-Tie Model for Ultimate Shear Strength of Reinforced Concrete Structural Walls." Advanced Materials Research 255-260 (May 2011): 89–93. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.89.

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A direct strut-and-tie model to calculate the ultimate shear strength of structural walls based on an interactive mechanical model (C.Y.Tang et al.) is presented. Two common failure modes, namely, diagonal splitting and concrete crushing, are examined in this paper. Ultimate shear strengths of structural walls are governed by both the transverse tensile stresses perpendicular to the diagonal strut, and the compressive stresses in the diagonal strut. Such proposed model is verified aganist three experimental case studies of structural walls. Generally, predictions by the proposed model are not

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Araújo, José Milton de. "Design of Rigid Pile Caps through an Iterative Strut-and-Tie Model." Journal of Advanced Concrete Technology 14, no. 8 (2016): 397–407. http://dx.doi.org/10.3151/jact.14.397.

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Dissertations / Theses on the topic "Strut-an-tie model"

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Kulkarni, Allakh. "An Application of Strut-and-Tie Model to Deep Beams." University of Cincinnati / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1312554372.

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Mohamed, Khaled Ahmed. "Performance and strut efficiency factor of concrete deep beams reinforced with GFRP bars." Thèse, Université de Sherbrooke, 2015. http://hdl.handle.net/11143/7613.

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Abstract : Deep reinforced concrete beams are commonly used as transfer girders or bridge bents, at which its safety is often crucial for the stability of the whole structure. Such elements are exposed to the aggressive environment in northern climates causing steel-corrosion problems due to the excessive use of de-icing salts. Fiber-reinforced polymers (FRP) emerged as non-corroded reinforcing materials to overcome such problems in RC elements. The present study aims to address the applicability of concrete deep beams totally reinforced with FRP bars. Ten full-scale deep beams with dimensions

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Conference papers on the topic "Strut-an-tie model"

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MARIE, Frédéric, and Hugues SOMJA. "Strut-and-tie model for the support of steel beams crossing concrete beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7018.

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Steel and concrete construction can still be regarded as two distinct industrial sectors leading to separated design procedures. Even steel-concrete composite buildings remain designed as steel structures, with a limited benefit of the presence of concrete slabs. For some years however, a more integrated design between both materials is investigated. It tries to combine them in order to take advantage from their respective qualities : the high resistance of the steel on one hand and the low cost and good fire resistance of the concrete on the other hand, for example. One of the advantages of t

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Wang, Shen, and Javeed A. Munshi. "Evaluation of Tendon Anchorage Zone Stresses in Prestressed Concrete Nuclear Containment Using Detailed Finite Element Analysis." In 2012 20th International Conference on Nuclear Engineering and the ASME 2012 Power Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/icone20-power2012-54014.

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Nuclear containments serve the critical function of providing a leak proof boundary for containment of radiation in nuclear power plants. The containments are, generally, steel, reinforced concrete or prestressed concrete depending upon the diameter and internal design pressure. Prestressed concrete containments are used in large nuclear containments with significant design internal pressure. In these situations, the externally applied prestressing serves to counter internal design pressure due to LOCA (loss of coolant accident) and other accident loads thus reducing the required thickness and

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