elastic and inelastic behavior of precast concrete piles

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Elastic and Inelastic Behavior of Precast Concrete Piles ...

In this study, a series of elastic and inelastic finite-element models were developed to replicate the behaviors of both prestressed and cast-in-shell steel piles. The goal of this study was to reproduce the elastic and inelastic load-displacement behaviors observed and

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Elastic and Inelastic Behavior of Precast Concrete Piles ...

Elastic and Inelastic Behavior of Precast Concrete Piles and Cast-in-Shell Steel Piles in Reinforced Concrete Caps May 2018 Practice Periodical on Structural Design and Construction 23(2):04018001

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obtaining ductile performance from precast, prestressed ...

2018-11-1  inelastic behavior of prestressed concrete piles warrants study. Under lateral loads imposed by an earthquake, an individual pile (with a fixed head condition) may develop a moment pattern of the shape in Fig. 1. Inadequate detailing of early prestressed concrete piles may have caused inadequate performance in several earth-

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Analytical Method to Determine the Elastic In-Plane ...

2018-11-1  cepts can essentially model the elastic or inelastic behavior of any discretely jointed precast concrete structure. The nonlinear in-plane behavior of a pre-topped, precast concrete DT diaphragm is beyond the scope of this study. NOrThrIDGE EArThquAkE AND DOuBlE-TEE DIAPhrAGMs The partial or total collapse of sev-

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Inelastic Seismic Behavior Comparation of a Typical ...

2004-7-13  elastic and inelastic behavior of a 10 level reinforced concrete building with foundation box and friction piles is compared, designed according to the RDF-93 and RDF-03 Codes and its respectively NTC. The horizontal relative displacements between the story height are limited in order not to exceed the permissible limit γ

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Inelastic lateral and seismic behaviour of concrete-filled ...

2021-4-1  The inelastic behaviour of the pile foundation is evaluated in terms of damage patterns and displacement profiles of the piles, energy dissipation capacity and residual displacements of the system. For completeness, the results are compared with those of a corresponding reinforced concrete (RC) structure that utilizes concrete piles embedded into the same soil stratigraphy.

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Topic 06 - Inelastic Behavior of Materials and Structures

2014-9-11  Idealized Inelastic Behavior To Critical Region and Member θy θ u ELASTIC INELASTIC We now move from the cross section to the “critical region.” This region is that part of the element over which significant inelastic behavior is expected to occur. In this slide, the critical region coincides with the flexural plastic hinging of a beam.

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(PDF) Inelastic Analysis of Structures - ResearchGate

This book presents a comprehensive treatment of the most important areas of plasticity and of time-dependent inelastic behavior (viscoplasticity of metals, and creep and shrinkage of concrete).

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The relationship between interlocking mechanism and bond ...

2014-3-31  The load–deflection behavior of the specimens reveals the effect of the elastic and inelastic segment of splice sleeve on maximum load carrying and deflection capacity. The load–deflections of L350-12B, L350-18B and L300-18B were compared with that of L350-0B, and control specimens are shown in Fig. 6 , Fig. 7 , Fig. 8 , respectively.

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(PDF) Quasi-static test of the precast-concrete pile ...

2020-7-24  There is still a lack of knowledge of the seismic behavior and performance of the precast pile foundation. In this study, a 1/8 scaled model of precast pile foundation with elevated cap is ...

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Inelastic seismic behavior of soil–pile raft–structure ...

2014-12-1  This observation is in line with the observation for elastic behavior of pile, though in a bit subdued form. Fig. 15(d) shows that a variation in the normalized responses is observed in order of 0.5–6.0 for shorter period structures. Whereas, this increase is observed to be in the range of 1.5–12 considering elastic pile behavior (Fig. 14(d ...

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Quasi static test of the precast concrete pile foundation ...

behavior and performance of precast pile foundation during earthquakes. In recent years, some researchers start to pay attention to precast bridge piles. Schmeisser and Benzoni (2008) developed a rational design methodology for precast, prestressed concrete piles, and used proven seismic design

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Experimental Research on Flexural Behavior of Precast Thin ...

The flexural load-bearing performance prototype test has been made on the precast thin-wall steel and spun concrete composite pile with a diameter of 1000 mm (TSC pile). The load deflection curve and pile deflection curve at each loading step have been obtained. The bending test results show that the deformation of large diameter TSC pile experienced elastic, elastic-plastic and plastic three ...

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Design of Precast Concrete Piers for Rapid Bridge ...

2005-10-3  Incorporating precast concrete components into bridge piers has the potential to reduce the construction time of a bridge and the negative impacts of that construction on traffic flow. Practical

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EXPECTATION MEETS REALITY: SEISMIC PERFORMANCE

2018-4-4  The building is founded piles foundation on 9m deep soft soil. The lateral-load resisting system consisted of four limited ductile post-tensioned precast concrete frames in the transverse (North-South) elevation and two sets of nominally ductile post-tensioned coupled precast concrete walls in the longitudinal (East-West) elevation.

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Behaviour of precast concrete beams prestressed with

Behaviour of precast concrete beams prestressed with CFRP strands Fam et al. [9] tested I-girders to examine the behaviour of CFRP as prestressing and shear reinforcement for concrete bridges. The effect of CFRP stirrup configuration and size on shear behaviour, and performance in supplying dowel action between girder and top slab were studied.

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Experimental Investigations on the Seismic Behavior of ...

2019-11-5  Orlando, M. and Piscitelli, L. R. [2018] “ Experimental investigation on static and cyclic behaviour of flanged unions for precast reinforced concrete columns,” Eur. J. Environ. Civil Eng. 22(8), 927–945. Crossref, ISI, Google Scholar

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Taylor Kidwell, P.E. - Nashville Division Manager - Chad ...

Elastic and Inelastic Behavior of Precast Concrete Piles and Cast-in-Shell Steel Piles in Reinforced Concrete Caps ASCE Practice Periodical on Structural Design and

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(PDF) Quasi-static test of the precast-concrete pile ...

2020-7-24  There is still a lack of knowledge of the seismic behavior and performance of the precast pile foundation. In this study, a 1/8 scaled model of precast pile foundation with elevated cap is ...

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Parametric Investigation of Seismic Interaction between ...

2021-3-21  Parametric Investigation of Seismic Interaction between Precast Concrete Cladding Systems and Moment Resisting Frames Andrew Baird1, Riccardo Diaferia2, Alessandro Palermo3, Stefano Pampanin4 1PhD Candidate, Dept. of Civil and Natural Resources Engineering, University of Canterbury, P.O. Box 4800, Christchurch 8140, New Zealand; PH (+64) 27-

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Elastic and Inelastic Design Analysis - Structural ...

2016-5-19  - The cracking of concrete, which is necessary well before the tension reinforcement reaches it's yielding stress, is a plastic deformation. To provide an elastic analysis of concrete I'd be looking at the rupture strength of the concrete and the I-gross of the section. Really only do that for precast members.

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Design of Precast Concrete Piers for Rapid Bridge ...

2005-10-3  Incorporating precast concrete components into bridge piers has the potential to reduce the construction time of a bridge and the negative impacts of that construction on traffic flow. Practical

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PERFORMANCE OF STEEL PIPE PILE-TO-CONCRETE BENT

All materials were modeled as linear and elastic. Inelastic material behavior was studied in some detail, and issues that need to be addressed in future analyses in modeling such behaviors were identified. The finite element model was used to study the behavior of the pipe pile-to-concrete pile cap connection in different situations. The model ...

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Seismic behaviour of connections between precast

2018-10-3  System 1 of precast concrete construction used in New Zealand, and outlined in Chapter 1 (see Fig. 1.2 (a)) was, incorporated in Unit 5. The precast concrete beams of this subassemblage were partly precast and had the bottom reinforcement anchored in

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Self-centering behavior of unbonded precast concrete

2014-5-16  jointed precast concrete structures [8] has shown that unbonded, post-tensioned shear walls can be used as the primary lateral load carrying element in regions of high seismicity. This study culminated with a series of pseudo-dynamic tests of a large-scale (1:0.6) five-story precast concrete building. The behavior of the

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Defining parameters for concrete damage plasticity model

2015-10-23  Defining parameters for concrete damage plasticity model Yusuf Sümer *, Muharrem Aktaş Department of Civil Engineering, Sakarya University, 54187 Sakarya, Turkey A B S T R A C T Behavior of reinforced concrete beam cannot be captured by elastic damage models or elastic-plastic constitutive laws only. When these two models coupled, load deflec-

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Pseudodynamic tests on a full-scale 3-storey precast ...

2019-2-11  Pseudodynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms Dionysios A. Bournasa,⇑, Paolo Negrob, Francisco J. Molinab a Dep. of Civil Engineering, University of Nottingham, NG7 2RD Nottingham, UK bEuropean Laboratory for Structural Assessment, Institute for the Protection and Security of the Citizen, Joint

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Taylor Kidwell, P.E. - Nashville Division Manager - Chad ...

Elastic and Inelastic Behavior of Precast Concrete Piles and Cast-in-Shell Steel Piles in Reinforced Concrete Caps ASCE Practice Periodical on Structural Design and

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Numerical Study on Seismic Behavior of Underwater

2019-7-30  Numerical Study on Seismic Behavior of Underwater Bridge Columns Strengthened with Prestressed Precast Concrete Panels and Fiber-Reinforced Polymer Reinforcements Yu Tang,1 Gang Wu ,1,2 and Zeyang Sun 1 1Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing 210096, China

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Experimental study on the seismic behavior of new PHC piles

2020-8-9  Wang XL (2012) Experimental studies of flexural behavior of new type prestressed concrete pipe pile with compound unprestressed reinforcement. Ind Constr 42(8):64–68. Google Scholar Wu P, Guo Y, Zhu D, Jin W, Lee CF (2020) Flexural performances of pre-stressed concrete piles reinforced with hybrid BFRP and steel bars.

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