Results 11 to 20 of about 216 (114)

Prestress loss of prestressing tendons with asymmetrical layout parabolas [PDF]

open access: yesProceedings of the 5th International Conference on Civil Engineering and Transportation 2015, 2015
According to the equilibrium condition of geometry relationship, we derived the formulas that can be used to calculate the loss of prestress of prestressing tendons with the double-end tensioning and the asymmetrical arrangement parabolic curves.
Xiuxin Wang, Shanwen Zhang
openaire   +1 more source

Analysis on the Influence Factors of Construction Linear Control of Continuous Rigid Structure Bridge [PDF]

open access: yesE3S Web of Conferences, 2021
In order to study the influence of prestress on cantilever deflection and construction linear control of continuous rigid frame bridge in construction stage, this paper introduces the significance of continuous rigid frame bridge’s linear control, the ...
Liu Yang   +5 more
doaj   +1 more source

Prestress losses evaluation in prestressed concrete prismatic specimens [PDF]

open access: yesEngineering Structures, 2013
Funding for this experimental research work has been provided by the Spanish Ministry of Education and Science and ERDF (Project BIA2006-05521 and Project BIA2009-12722). Tests have been conducted at the Institute of Concrete Science and Technology (ICI-TECH), at the Universitat Politecnica de Valencia (Spain).
Caro Forero, Libardo Andrés   +2 more
openaire   +2 more sources

An Experimental Study on Secondary Transfer Performances of Prestress after Anchoring Failure of Steel Wire Strands

open access: yesMetals, 2023
To understand the secondary transfer performances of residual prestress after the anchoring failure of end-anchored steel wire strands due to corrosion fracture, six steel wire strand components of post-tensioning prestress were designed and fabricated ...
Rihua Yang   +3 more
doaj   +1 more source

Theoretical Study on Prestress Loss in Cross-Tensioned Concrete Pavement with BFRP Tendons

open access: yesApplied Sciences, 2020
Cross-tensioned concrete pavement can reduce transverse joints and cracks and improve the durability of the pavement, and the decrease in slab thickness can be achieved without damaging the performance of the pavement. However, the corrosion of the steel
Yating Zhang, Zhiyi Huang
doaj   +1 more source

Comparative Study of Prestress Losses

open access: yesEngineering, Technology & Applied Science Research, 2017
This paper compares the prestress losses as calculated by four different design codes; British standard CP110, Comite Europeen du Beton 70 and 78, American Concrete Institute 77 and the Prestressed Concrete Institute method (PCI). The comparison is done by determining the total losses which take place in a rectangular prestressed concrete beam for both
Boukendakdji, M.   +2 more
openaire   +3 more sources

Coupling Effect of Creep Deformation and Prestress Loss of Anchored Jointed Rock

open access: yesAdvances in Civil Engineering, 2020
To explore the variation behaviour of anchor jointed rock subject to high in situ stress states, a coupling effect calculation model based on stress equality was established based on the original rheological model of rock by combining element combination
Bairu Zhu   +3 more
doaj   +1 more source

Time-dependent stability analysis of open-pit slope considering life-cycle

open access: yes矿业科学学报, 2021
Based on the influence of excavation and creep degradation on the stability of high slopes in open-pit, a stability model of slopes in life-cycle is proposed.
Bao Min   +4 more
doaj   +1 more source

Research on Prediction Model of Prestress Loss of Anchor Cable in Soil-Rock Dual-Structure Slope

open access: yesAdvances in Materials Science and Engineering, 2021
The establishment of the prestressed cable loss prediction model is a difficult problem faced by the popularization and use. This article aims at the problem of the loss of anchor cable prestress over time in the soil-rock dual-structure slope. We relied
Xuhe Gao   +4 more
doaj   +1 more source

Study on damage-stress loss coupling model of rock and prestressed anchor cable in dry-wet environment

open access: yesInternational Journal of Mining Science and Technology, 2023
The loss of anchoring force is one of the problems to be solved urgently. The anchorage loss is a key factor causing the failure of anchoring engineering, so it is crucial to study the time-dependent variation of anchoring force. Alternating dry and wet (
Yu Zhao   +5 more
doaj   +1 more source

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