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Relevant bibliographies by topics / Post-tensioned prestressed concrete construction – Texas

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Academic literature on the topic 'Post-tensioned prestressed concrete construction – Texas'

Author: Grafiati

Published: 4 June 2021

Last updated: 16 February 2022

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Journal articles on the topic "Post-tensioned prestressed concrete construction – Texas"

1

Liu, Shu Yue, and Wei Ling Wang. "Research on Post-Tensioned Prestressed Concrete Construction Technology in Construction Engineering." Advanced Materials Research 700 (May 2013): 221–24. http://dx.doi.org/10.4028/www.scientific.net/amr.700.221.

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Study of bonded post-tensioned prestressed concrete construction technology, from materials, equipment, channel reservation, prestressed reinforcement material installation, concrete pouring, the prestressed tendons tension and grouting of anchor seal is described from the aspects of the construction of the link, the specific operation steps, summarizes the method of construction, improve the following prestressed concrete construction understanding.

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Jiang, Yin Jun, and Yong Hua Zhu. "Simulation of Electric Heating Prestressed Concrete Component." Advanced Materials Research 243-249 (May 2011): 1018–22. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1018.

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Because channel quality defects of post-tensioned prestressed concrete construction cannot be discovered on time, an electric heating method is put forward to produce effective detection. The results of the numeric simulation on the temperature field of a prestressed concrete component show that the electric heating infrared detection method, for its energy consumption, efficiency and safety, is feasible for detecting the channel quality of prestressed concrete component, but the electric current needs to be controlled to avoid high temperature which affects the physical and mechanical propert

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Wight, Gavin D., Jason M. Ingham, and Andrew R. Wilton. "Innovative seismic design of a post-tensioned concrete masonry houseThis article is one of a selection of papers published in this Special Issue on Masonry." Canadian Journal of Civil Engineering 34, no. 11 (2007): 1393–402. http://dx.doi.org/10.1139/l07-104.

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Post-tensioned concrete masonry walls provide improved seismic performance, but have had limited application in seismic regions because of a lack of research pertaining to their in-plane response. Following focused research over recent years, a consortium of product suppliers has collaborated with the University of Auckland to construct New Zealand’s first post-tensioned concrete masonry house. A feature of this innovative design was that all incorporated products were commercially available, with no proprietary products being specifically developed for the prestressed masonry system used. Con

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Breen, John E., Michael E. Kreger, Christopher D. White, and Gordon C. Clark. "Field evaluation and model test of a composite wing-girder bridge." Canadian Journal of Civil Engineering 14, no. 6 (1987): 753–62. http://dx.doi.org/10.1139/l87-113.

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This paper presents the key observations and conclusions from the evaluation of an innovative "loose-fit" composite, post-tensioned concrete wing-girder bridge proposed for an elevated interstate highway expansion in an urban environment. The evaluation program included both testing to destruction of a 1/2-scale model of a partial span as well as construction monitoring and field testing at service load levels of a full-scale prototype two-span bridge. Results of both construction measurements and loading tests were compared with analytical predictions. Laboratory tests showed the composite be

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Le, Thanh-Cao, Thi Tuong Vy Phan, Trung-Hau Nguyen, Duc-Duy Ho, and Thanh-Canh Huynh. "A Low-Cost Prestress Monitoring Method for Post-Tensioned RC Beam Using Piezoelectric-Based Smart Strand." Buildings 11, no. 10 (2021): 431. http://dx.doi.org/10.3390/buildings11100431.

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This study proposes a cost-effective prestress monitoring method for post-tensioned reinforced concrete (RC) beams using a smart strand. Firstly, the concept of a piezoelectric-based smart strand and its implementation for prestress force monitoring are developed. The smart strand is prepared by embedding inexpensive and high-sensitivity electromechanical impedance (EMI) sensors in a steel strand. Next, the feasibility of the proposed method is experimentally verified for prestress force monitoring of a simple supported post-tensioned RC beam. A smart strand prototype is fabricated and embedde

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Li, Fumin, Xiaoya Luo, and Zhenguo Liu. "Corrosion of anchorage head system of post-tensioned prestressed concrete structures under chloride environment." Structural Concrete 18, no. 6 (2017): 902–13. http://dx.doi.org/10.1002/suco.201600140.

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Cao, Zhiliang, Hao Wang, and Tong Guo. "Fragility analysis of self-centering prestressed concrete bridge pier with external aluminum dissipators." Advances in Structural Engineering 20, no. 8 (2016): 1210–22. http://dx.doi.org/10.1177/1369433216673376.

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A novel self-centering prestressed concrete pier with external energy dissipators has been developed to realize seismic resilient performance and enhanced corrosion-resisting property. Self-centering capacity of the pier is provided by the unbonded post-tensioned tendons and damage is mostly concentrated on the replaceable dissipators. To investigate the seismic behavior of the proposed pier, a detailed analytical model considering interface opening and dissipator deformation was developed and verified through existing cyclic load tests. Based on the proposed model, a prototype reinforced conc

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Samir, Peter, and George Morcous. "Precast Prestressed Concrete Truss-Girder for Roof Applications." Journal of Structures 2014 (December 14, 2014): 1–13. http://dx.doi.org/10.1155/2014/524156.

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Steel trusses are the most popular system for supporting long-span roofs in commercial buildings, such as warehouses and aircraft hangars. There are several advantages of steel trusses, such as lightweight, ease of handling and erection, and geometric flexibility. However, they have some drawbacks, such as high material and maintenance cost, and low fire resistance. In this paper, a precast concrete truss is proposed as an alternative to steel trusses for spans up to 48 m (160 ft) without intermediate supports. The proposed design is easy to produce and has lower construction and maintenance c

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Aziz, Mohamad Abdel, George Abdel-Sayed, Faouzi Ghrib, Nabil F. Grace, and Murty K. S. Madugula. "Analysis of concrete beams prestressed and post-tensioned with externally unbonded carbon fiber reinforced polymer tendons." Canadian Journal of Civil Engineering 32, no. 6 (2005): 1138–51. http://dx.doi.org/10.1139/l05-071.

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Fiber reinforced polymer (FRP) tendons are being increasingly used nowadays in prestressing and (or) post-tensioning concrete structures. However, designers are faced with lack of practical analysis procedure that leads to proper evaluation of their structural performance, especially when bonded prestressing is combined with unbonded post-tensioning. This paper presents an analytical procedure for these beams. It examines the load–defelction characteristics and proceeds to estimate the ultimate load carrying capacity by taking into consideration the change of stress that occurs in the external

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Dai, Lizhao, Lei Wang, Ming Deng, Binghui Wu, Royce W. Floyd, and Jianren Zhang. "Strengthening a 20-Year-Old Post-Tensioned Concrete Box Beam with Double-Layer Prestressed Steel Wire Ropes." Journal of Bridge Engineering 23, no. 11 (2018): 05018009. http://dx.doi.org/10.1061/(asce)be.1943-5592.0001301.

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Dissertations / Theses on the topic "Post-tensioned prestressed concrete construction – Texas"

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Maruri, Rodolfo Felipe. "Iterative computer analysis of post-tensioned concrete beams and frames." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19510.

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West, Jeffrey Steven. "Durability design of post-tensioned bridge substructures /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Schokker, A. J. "Improving corrosion resistance of post-tensioned substructures emphasizing high performance grouts /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Herman, Reagan Sentelle. "Behavior of stiffened compression flanges of trapezoidal box girder bridges." Access restricted to users with UT Austin EID Full text (PDF) from UMI/Dissertation Abstracts International, 2001. http://wwwlib.umi.com/cr/utexas/fullcit?p3035950.

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Sicha, Jakub. "Statické řešení zastřešení nádrže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409778.

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Medina, Chávez César Iván. "Development and implementation of a mechanistic-empirical design procedure for a post-tensioned prestressed concrete pavement (PCP)." 2003. http://hdl.handle.net/2152/12357.

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Salas, Pereira Rubén Mario. "Accelerated corrosion testing, evaluation and durability design of bonded post-tensioned concrete tendons." 2003. http://wwwlib.umi.com/cr/utexas/fullcit?p3118069.

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Salas, Pereira Rubén Mario 1968. "Accelerated corrosion testing, evaluation and durability design of bonded post-tensioned concrete tendons." 2003. http://hdl.handle.net/2152/12506.

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Johnson, Stacy Tawfig Kamal Mtenga Primus V. "Analytical modeling of fiber reinforced post-tensioned concrete anchorage zones." 2006. http://etd.lib.fsu.edu/theses/available/etd-07052006-101416.

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Thesis (M.S.)--Florida State University, 2006.<br>Advisor: Kamal Tawfig and Primus Mtenga, co-advisors, Florida State University, College of Engineering, Dept. of Civil & Environmental Engineering. Title and description from dissertation home page (viewed Sept. 15, 2006). Document formatted into pages; contains ix, 87 pages. Includes bibliographical references.

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Medina, Chávez César Iván. "Development and implementation of a mechanistic-empirical design procedure for a post-tensioned prestressed concrete pavement (PCP)." 2003. http://wwwlib.umi.com/cr/utexas/fullcit?p3116120.

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Books on the topic "Post-tensioned prestressed concrete construction – Texas"

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Martin, Williams, ed. Post-tensioned concrete floors. Butterworth-Heinemann, 1995.

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O'Brien, J. Scott. Very early post-tensioning of prestressed concrete pavements. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1985.

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3

Youakim, Samer Amir. A simplified method for prediction of long-term prestress loss in post-tensioned concrete bridges. Dept. of Structural Engineering, University of California, San Diego, 2006.

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4

Stevenson, A. M. Post-tensioned concrete floors in multi-storey buildings: An introduction to the development, benefits, design and construction of in-situ prestressed suspended floors. British Cement Association on behalf of the industry sponsors of the Reinforced Concrete Council, 1994.

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5

Fédération internationale du béton. Task Group 9.8., ed. Grouting of tendons in prestressed concrete. FIB, Fédération internationale du béton, 2002.

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6

Institute, Post-Tensioning, ed. Post-tensioning manual. 4th ed. Post-Tensioning Institute, 1985.

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7

Post-tensioning manual. Post-Tensioning Institute, 2006.

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8

Institute, Post-Tensioning, ed. Post-tensioning manual. 5th ed. Post-Tensioning Institute, 1990.

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9

Fédération internationale du béton. Task Group 1.1., ed. Post-tensioning in buildings: Technical report. International Federation for Structural Concrete, 2005.

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10

FIP Commission on Practical Construction. Working Group on Quality Assurance and Quality Control for Post-tensioned Concrete Structures., ed. Quality assurance and quality control for post-tensioned concrete structures. T. Telford, 1986.

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Book chapters on the topic "Post-tensioned prestressed concrete construction – Texas"

1

Chong, Peter. "Bridge Widening – Stitching a steel girder reinforced concrete composite bridge to a post-tensioned prestressed voided deck structure." In Bridge design, construction and maintenance. Thomas Telford Publishing, 2007. http://dx.doi.org/10.1680/bdcam.35935.0029.

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Conference papers on the topic "Post-tensioned prestressed concrete construction – Texas"

1

Jiang, Dongqi. "Extending span ranges and accelerating construction of spread slab beam bridges." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0229.

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<p>A new class of spread slab beam bridges has recently been developed and implemented in Texas. The research questions addressed in this paper are: how long can such a low profile bridge system span in either a simply supported or continuous form? And, can construction operations be accelerated, by design? An effective way to extend the span length is to utilize post-tensioning and to make the bridge continuous over several spans. In order to explore the maximum span limit, the design of a multi-span prestressed concrete spread slab beam bridge is investigated. In addition, a thicker an

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Li, Shilan. "An Efficient Post-Tensioned Prestressed Concrete Bridge Construction Approach." In 2019 11th International Conference on Measuring Technology and Mechatronics Automation (ICMTMA). IEEE, 2019. http://dx.doi.org/10.1109/icmtma.2019.00035.

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3

Low, Hin Foo, Sih Ying Kong, and Daniel Kong. "A Review on Prestressed Transfer Plate Analysis and Design." 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.2018.1037.

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<p>Prestressed transfer plate consists of a thick cast in-situ post-tensioned concrete slab supporting multi-storey shear walls at building transition level. Compared to conventional reinforced concrete transfer beams, it offers savings in concrete volume of 10-15%, cuts steel reinforcement content by 35-50% and significantly reduces formwork usage which eventually helps to achieve lower carbon footprint for a more sustainable transfer floor construction. The design of prestressed transfer plates is complicated owing to its two-way bending behaviour and irregular load path from reactions

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Jing-Yuan, Bai, and Bin Yan. "Application status and developing foreground of CRTS Ⅲ ballastless track." 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.2018.0632.

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<p>The technology of high-speed railway is one of the central driving forces in national economic growth. To increase the speed of high-speed trains and ensure their safety, the research and development of brand-new ballastless track techniques are of vital significance. This article simply talked about China's domestically designed CRTS III ballastless track. This technique is famous for some technical characteristics: it replaced CA mortar with self-compacting concrete as adjustment layer, which not only simplified the structure but also reduced the cost; 2-D scalable steel mould was a

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