Results 11 to 20 of about 340 (173)
Parametric Study of Continous Composite Steel-Concrete Beam with External Prestressing [PDF]
Engineering and Technology Journal, 2015 In the present study, three-dimensional nonlinear finite element analyses were conducted to investigate the effect of several important parameters on the behavior of the external prestressed continuous composite steel-concrete beam.
Amer M. Ibrahim, Wissam D. Salman
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Shear behavior of externally prestressed UHPC beams without stirrups
Case Studies in Construction Materials, 2023 Shear stirrups in a prestressed ultra-high performance concrete (UHPC) beam might be eliminated due to the high tensile strength of UHPC. This research aims to investigate shear behavior of the externally prestressed UHPC beams without stirrups. Thirteen
Jiahui Feng +5 more
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Investigation on the Application of External Prestressing Technology in Bridge [PDF]
预应力技术To systematically evaluate the long-term performance of external prestressing technology and promote its engineering application, the international journal Prestress Technology of Tongji University recently organized a specialized symposium and conducted
Zhichao Wang, Fangyuan Li
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International Journal of Distributed Sensor Networks, 2013 This paper investigates experimentally the feasibility of estimating the stress in the prestressing tendons of prestressed concrete bridges using the magnetic field induced by an electromagnet and the Villari effect in which the magnetic susceptibility ...
Changbin Joh, Jung Woo Lee, Imjong Kwahk
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Construction Technology and Application of Bonded Prestressed Tendons in Wind Turbine Mixed Towers [PDF]
预应力技术The post-tensioned bonded prestressing technology has been widely applied in wind power support structures due to its safety, reliability, economic efficiency, and durability.
Heming Zhang, Bin Wei
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Applied Sciences, 2023 The application of CFRP tendons in precast segmental concrete beams (PSCB) as internal un-bonded prestressing reinforcement is a newly developed scheme to improve structural flexural performance. The stress increment of the un-bonded tendon, depending on
Wutong Yan +3 more
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PARAMETRIC STUDY ON THE INFLUENCE OF TENDON DIAMETER AND SLAB DEPTH ON THE LOAD-BEARING CAPACITY OF PRESTRESSED HOLLOW-CORE SLABS [PDF]
Proceedings on Engineering SciencesThis work evaluates how tendon size distribution and member depth affect the flexural performance of prestressed hollow-core slabs, with the total prestressing steel area kept constant.
Mohamed A. El Awady +2 more
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FINITE ELEMENT ANALYSIS OF POST-TENSIONED CONCRETE BOX GIRDERS
Journal of Engineering, 2007 The behavior of prestressed concrete box-girder bridges has been studied under short term loading. The 20-noded isoparametric three-dimensional brick elements have been used to model the concrete in the box-girder with its two cantilever flanges.
Husain M. Husain +1 more
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Long-Span Wooden Structural Floors with Self-Tensioning System: Performance under Asymmetrical Loads
Advances in Materials Science and Engineering, 2016 This study analyzes the performance of wooden structural floors equipped with the self-tensioning system patented by the authors, consisting of a force multiplying mechanism connected to a self-tensioning tendon, which is activated automatically when the
J. Estévez-Cimadevila +3 more
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Nuclear Engineering and Technology, 2016 The numerical simulation methodologies to evaluate the structural behaviors of prestressed concrete containment vessels (PCCVs) have been substantially developed in recent decades.
Sang-Hoon Noh +2 more
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