Academic literature on the topic 'Prestressed concrete structure'
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Journal articles on the topic "Prestressed concrete structure"
Wei, Fang Fang, Jin Bo Wang, Ben Wei Zou, and Hao Sun. "FEM Research on Static Mechanical Performance of Twice Prestressed Composite Curved Beam." Advanced Materials Research 243-249 (May 2011): 1038–42. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1038.
Full textAn, Jing Bo. "Unified Design of Tensile-Compression Prestressed Concrete Structure." Applied Mechanics and Materials 193-194 (August 2012): 970–75. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.970.
Full textZhang, Shan, Kai Yin Zhang, Bing Yang Xie, and Zhong Lin Fan. "Research on the Mechanism of Prestressed Loss for Curving Hole of Prestressed Concrete Structure Caused by Frictional Resistance." Applied Mechanics and Materials 351-352 (August 2013): 156–63. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.156.
Full textWang, Yongguang. "Determination of Bridge Prestress Loss under Fatigue Load Based on PSO-BP Neural Network." Computational Intelligence and Neuroscience 2021 (July 12, 2021): 1–10. http://dx.doi.org/10.1155/2021/4520571.
Full textLi, Chen, Kai Yin Zhang, and Zhong Lin Fan. "Research on Prestressed Loss in Curving Hole of Prestressed Concrete Structure Caused by Frictional Resistance." Applied Mechanics and Materials 587-589 (July 2014): 1668–71. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.1668.
Full textXie, Xin Ying, and Xin Sheng Yin. "The Application of Stability on Prestressed Concrete Cable-Beam Structure System." Applied Mechanics and Materials 256-259 (December 2012): 930–33. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.930.
Full textLi, Chang Chun, and Li Yun Yi. "On Detection Technologies of Pre-Stressed Duct Grouting Fullness." Advanced Materials Research 933 (May 2014): 71–75. http://dx.doi.org/10.4028/www.scientific.net/amr.933.71.
Full textGuo, Er Wei, Ying Xin Qian, Gang Xu, Jin Dong Gao, and Chen Guang Li. "The Application of Building Information Model in the Deepen Design of Prestressed Concrete Structures." Applied Mechanics and Materials 716-717 (December 2014): 303–6. http://dx.doi.org/10.4028/www.scientific.net/amm.716-717.303.
Full textChen, Feng, Shuan Hai He, Da Lin Hu, and Bing Yuan Huang. "Anti-Shear Reliability Analysis of Existing Pretension Prestressed Concrete Beam Bridges in the Corrosion Environment with Acid Rain." Advanced Materials Research 150-151 (October 2010): 1488–94. http://dx.doi.org/10.4028/www.scientific.net/amr.150-151.1488.
Full textZhang, Guanhua, Jiawei Wang, Jinliang Liu, Yanmin Jia, and Jigang Han. "Analysis of loss in flexural stiffness of in-service prestressed hollow plate beam." International Journal of Structural Integrity 10, no. 4 (August 12, 2019): 534–47. http://dx.doi.org/10.1108/ijsi-09-2018-0055.
Full textDissertations / Theses on the topic "Prestressed concrete structure"
Bagnaresi, Silvia. "Fire safety verifications of a prestressed concrete structure: natural fire vs ISO 834 curve." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.
Find full textLugerová, Markéta. "Most na silnici I/55." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240345.
Full textNeeli, Yeshwanth Sai. "Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders." Thesis, Virginia Tech, 2020. http://hdl.handle.net/10919/99445.
Full textMaster of Science
Corrosion damage is a major concern for bridges as it reduces their load carrying capacity. Bridge failures in the past have been attributed to corrosion damage. The risk associated with corrosion damage caused failures increases as the infrastructure ages. Many bridges across the world built forty to fifty years ago are now in a deteriorated condition and need to be repaired and retrofitted. Visual inspections to identify damage or deterioration on a bridge are very important to assess the condition of the bridge and determine the need for repairing or for posting weight restrictions for the vehicles that use the bridge. These inspections require close physical access to the hard-to-reach areas of the bridge for physically measuring the damage which involves many resources in the form of experienced engineers, skilled labor, equipment, time, and money. The safety of the personnel involved in the inspections is also a major concern. Nowadays, a lot of research is being done in using Unmanned Aerial Vehicles (UAVs) like drones for bridge inspections and in using artificial intelligence for the detection of cracks on the images of concrete and steel members. Girders or beams in a bridge are the primary longitudinal load carrying members. Concrete inherently is weak in tension. To address this problem, High Strength steel reinforcement (called prestressing steel or prestressing strands) in prestressed concrete beams is pre-loaded with a tensile force before the application of any loads so that the regions which will experience tension under the service loads would be subjected to a pre-compression to improve the performance of the beam and delay cracking. Spalls are a type of corrosion damage on concrete members where portions of concrete fall off (section loss) due to corrosion in the steel reinforcement, exposing the reinforcement to the environment which leads to accelerated corrosion causing a loss of cross-sectional area and ultimately, a rupture in the steel. If the process of detecting the damage (cracks, spalls, exposed or severed reinforcement, etc.) is automated, the next logical step that would add great value would be, to quantify the effect of the damage detected on the load carrying capacity of the bridges. Using a quantified estimate of the remaining capacity of a bridge, determined after accounting for the corrosion damage, informed decisions can be made about the measures to be taken. This research proposes a stepwise framework to forge a link between a semi-automated visual inspection and residual capacity evaluation of actual prestressed concrete bridge girders obtained from two bridges that have been removed from service in Virginia due to extensive deterioration. 3D point clouds represent an object as a set of points on its surface in three dimensional space. These point clouds can be constructed either using laser scanning or using Photogrammetry from images of the girders captured with a digital camera. In this research, 3D point clouds are reconstructed from sequences of overlapping images of the girders using an approach called Structure from Motion (SfM) which locates matched pixels present between consecutive images in the 3D space. Crack-like features were automatically detected and highlighted on the images of the girders that were used to build the 3D point clouds using artificial intelligence (Neural Network). The images with cracks highlighted were applied as texture to the surface mesh on the point cloud to transfer the detail, color, and realism present in the images to the 3D model. Spalls were detected on 3D point clouds based on the orientation of the normals associated with the points with respect to the reference directions. Point clouds and textured meshes of the girders were scaled to real-world dimensions facilitating the measurement of any required dimension on the point clouds, eliminating the need for physical contact in condition assessment. Any cracks or spalls that went unidentified in the damage detection were visible on the textured meshes of the girders improving the performance of the approach. 3D textured mesh models of the girders overlaid with the detected cracks and spalls were used as 3D damage maps in residual strength estimation. Cross-sectional slices were extracted from the dense point clouds at various sections along the length of each girder. The slices were overlaid on the cross-section drawings of the girders, and the prestressing strands affected due to the corrosion damage were identified. They were reduced in cross-sectional area to account for the corrosion damage as per the recommendations of Naito, Jones, and Hodgson (2011) and were used in the calculation of the ultimate moment capacity of the girders using an approach called strain compatibility analysis. Estimated residual capacities were compared to the actual capacities of the girders found from destructive tests conducted by Al Rufaydah (2020). Comparisons are presented for the failure sections in these tests and the results were analyzed to evaluate the effectiveness of this framework. More research is to be done to determine the factors causing rupture in prestressing strands with different degrees of corrosion. This framework was found to give satisfactory estimates of the residual strength. Reduction in resources involved in current visual inspection practices and eliminating the need for physical access, make this approach worthwhile to be explored further to improve the output of each step in the proposed framework.
Menšík, Martin. "Most přes řeku Jihlava." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265268.
Full textRussnák, Adam. "Estakáda přes silnici II/434." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226749.
Full textStarý, Marek. "Rekonstrukce budovy pivovaru." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226422.
Full textOlšák, Martin. "Obloukový most přes dálnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240380.
Full textAnděl, Martin. "Návrh předpjaté mostní konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226926.
Full textNicklisch, Arndt W. 1975. "Adaptively prestressed concrete structures." Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/9144.
Full textIncludes bibliographical references (leaves 93-96).
Passive structures react effectively to only one dominant loading condition. Adaptive structures in contrast can deal with multiple loading conditions and unanticipated events at the same time. Truly adaptive civil structures do not exist. Concrete structures can be made adaptive through variable prestressing. Design concepts for an adaptive prestressed concrete girder are formulated in this research. Loading conditions and desired capabilities of the proposed system are defined. The system architecture is composed of sensors, a monitoring and control scheme, and actuators. These system components perform state identification, decision-making, and implementation of actions. Each system component is assigned requirements that are necessary to deal with all loading conditions in an appropriate way. Existing sensor technologies are explained and evaluated with respect to their capabilities to fulfill their functional requirements. A monitoring scheme is designed to interpret data assessed by the sensors for state identification. Adaptive control systems cannot be designed with conventional control algorithms. New control decision systems such as neural nets, expert systems, and fuzzy logic systems are needed for this task. Here, these systems are presented in general as forms of adaptive control. For each loading condition of the proposed system, a control strategy is developed. For the control of fluctuating live loads, a fuzzy logic based control scheme is proposed. Criteria for the selection of actuator technologies are given, and candidate actuator technologies are described and evaluated. Lastly, the problems associated with integrating the system components into a single system are discussed.
by Arndt W. Nicklisch.
S.M.
Horut, Jakub. "Spojitá betonová mostní konstrukce na rychlostní komunikaci R2." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265395.
Full textBooks on the topic "Prestressed concrete structure"
1946-, Mitchell Denis, ed. Prestressed concrete structures. Englewood Cliffs, N.J: Prentice Hall, 1991.
Find full textCollins, Michael P. Prestressed concrete basics. Ottawa: Canadian Prestressed Concrete Institute, 1987.
Find full text1946-, Mitchell Denis, ed. Reinforced and prestressed concrete structures. London: Taylor & Francis, 1999.
Find full textGerwick, Ben C. Construction of prestressed concrete structures. 2nd ed. New York: Wiley, 1993.
Find full textDavid, Darwin, and Dolan Charles W. 1943-, eds. Design of concrete structures. Dubuque, IA: McGraw-Hill, 2009.
Find full textNilson, Arthur H. Design of concrete structures. Boston: McGraw-Hill Higher Education, 2004.
Find full textBook chapters on the topic "Prestressed concrete structure"
Anamangadan, Jasim, J. Visuvasam, and Anoj Kumar Dubey. "Comparative Study on Various Behaviours of an RC Structure with Prestressed Concrete Structure." In GCEC 2017, 333–47. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8016-6_27.
Full textSetareh, Mehdi, and Robert Darvas. "Overview of Prestressed Concrete." In Concrete Structures, 567–90. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_9.
Full textGu, Xianglin, Xianyu Jin, and Yong Zhou. "Prestressed Concrete Structures." In Basic Principles of Concrete Structures, 415–95. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-48565-1_10.
Full textHoffman, Edward S., David P. Gustafson, and Albert J. Gouwens. "Prestressed Concrete." In Structural Design Guide to the ACI Building Code, 388–418. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-6619-6_14.
Full textKong, F. K., and R. H. Evans. "Properties of structural concrete." In Reinforced and Prestressed Concrete, 18–67. Boston, MA: Springer US, 1987. http://dx.doi.org/10.1007/978-1-4899-7134-0_2.
Full textSuzuki, Kazuo, and Tadashi Nakatsuka. "Aseismic Prestressed Concrete Structures with Confined Concrete." In Progress in Structural Engineering, 265–75. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3616-7_18.
Full textHo, Duc-Duy, Thanh-Canh Huynh, Tran-Huu-Tin Luu, and Thanh-Cao Le. "Electro-Mechanical Impedance-Based Prestress Force Monitoring in Prestressed Concrete Structures." In Lecture Notes in Civil Engineering, 413–23. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0945-9_33.
Full textSingh, Surinder. "Prestressed Concrete Beam and Reinforced Concrete Slab System." In Cost Estimation of Structures in Commercial Buildings, 109–36. London: Macmillan Education UK, 1994. http://dx.doi.org/10.1007/978-1-349-13030-6_5.
Full textKirsch, Uri. "How to Optimize Prestressed Concrete Beams." In Guide to Structural Optimization, 75–92. New York, NY: American Society of Civil Engineers, 1997. http://dx.doi.org/10.1061/9780784402207.ch05.
Full textMatešan, Domagoj, and Jure Radnić. "Nonlinear Time-Dependent Analysis of Prestressed Concrete Shells." In Advanced Structured Materials, 165–79. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-12667-3_11.
Full textConference papers on the topic "Prestressed concrete structure"
Cai, Dahua, Yonghuan Wang, Jiangtao Zhang, Lin Yang, Hua Rong, Jiwa Li, and Zhiming Wu. "Prestressed Time-Limited Aging Analyses of Concrete Containment Structure." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67107.
Full textLefebvre, Eric, Sylvie Michel-Ponnelle, Eric Lorentz, and Frédéric Feyel. "Modeling the evolution of a crack in a prestressed concrete structure." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.126.
Full textHu, Weixun. "Analysis on stress loss in prestressed concrete structure." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769397.
Full textGhazali, A. M., and S. H. Awedat. "Use of prestressed concrete cylinder pipes as composite breakwaters: implementation criterion." In FLUID STRUCTURE INTERACTION/MOVING BOUNDARIES 2007. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/fsi070221.
Full textJi, Dongyu, and Kelun Wei. "Structure analysis of large span prestressed concrete floor main girder." In 2013 2nd International Symposium on Instrumentation & Measurement, Sensor Network and Automation (IMSNA). IEEE, 2013. http://dx.doi.org/10.1109/imsna.2013.6743277.
Full textBing, Li, and Li Zhu. "Experimental Study on Automatic Control Technology in Prestressed Concrete Structure." In 2009 International Forum on Computer Science-Technology and Applications. IEEE, 2009. http://dx.doi.org/10.1109/ifcsta.2009.253.
Full textZhang, Ying, Xin Wei, and Yunmeng Chen. "Seismic response analysis on the prestressed concrete converting truss structure." In First International Conference on Information Sciences, Machinery, Materials and Energy. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/icismme-15.2015.117.
Full textBirkner, Dennis, and Steffen Marx. "Large-scale fatigue tests on prestressed concrete beams." 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.2021.0943.
Full textKai-yin, Zhang, Li Chen, and Cheng Chen. "Research on contact stress in Curving Hole of prestressed concrete structure." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769163.
Full textRamdani, Mohamad Aldi, Nabila Puteri Widiya, Ambar Susanto, and Yackob Astor. "Design of The Prestressed Concrete Bridge Structure on The Leuwigajah Bridge." In International Seminar of Science and Applied Technology (ISSAT 2020). Paris, France: Atlantis Press, 2020. http://dx.doi.org/10.2991/aer.k.201221.026.
Full textReports on the topic "Prestressed concrete structure"
D’Arcy, Thomas J., Walter I. Korkosz, and Larbi Sennour. Durability of Precast Prestressed Concrete Structures. Precast/Prestressed Concrete Institute, 1995. http://dx.doi.org/10.15554/pci.rr.mat-007.
Full textVarma, Amit H., Jan Olek, Christopher S. Williams, Tzu-Chun Tseng, Dan Huang, and Tom Bradt. Post-Fire Assessment of Prestressed Concrete Bridges in Indiana. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317290.
Full textKaufman, M., and J. Ramirez. Structural Behavior of High Strength Concrete Prestressed I-Beams, Volume II : Final Report. West Lafayette, IN: Purdue University, 1988. http://dx.doi.org/10.5703/1288284314608.
Full textKaufman, M., and J. Ramirez. Structural Behavior of High Strength Concrete Prestressed I-Beams, Volume II: Executive Summary. West Lafayette, IN: Purdue University, 1988. http://dx.doi.org/10.5703/1288284314145.
Full textKennedy, J. M., P. A. Pfeiffer, and A. H. Marchertas. TEMP-STRESS---A thermomechanical finite element program for the analysis of plane and axisymmetric reinforced/prestressed concrete structures: User`s manual. Office of Scientific and Technical Information (OSTI), January 1989. http://dx.doi.org/10.2172/714560.
Full textPevey, Jon M., William B. Rich, Christopher S. Williams, and Robert J. Frosch. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 1–Review of Current FRP Repair Systems and Application Methodologies. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317309.
Full textRich, William B., Robert R. Jacobs, Christopher S. Williams, and Robert J. Frosch. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 2–FRP Flexural Strengthening and End Region Repair Experimental Programs. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317310.
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