Numerical Simulation of Precast Pile Caps Reinforced Concrete

Rodrigo Barros; Daniel Nelson Maciel; Daniel Higor Leite Braz

doi:10.4028/www.scientific.net/AMM.872.130

Paper Titles

Comparative Study of Seismic Ground Motion Parameters in Deep-Cut and High-Fill Engineering before and after Ground Leveling
p.109

Deformation Behaviors of Dilution Type Cold Patch Asphalt Mixture under Different Stress Modes
p.114

Preparation of UHPC with Fly Ash Replaced by Rich-Silicon Iron Ore Tailing Powder
p.119

Analysis of Development Trends in Low Energy Advanced Convergence Building Technology
p.125

Numerical Simulation of Precast Pile Caps Reinforced Concrete
p.130

Geotechnical Study on the Use of Sanitized Sewage Sludge in Cover Layers of Solid Waste Landfills
p.143

Synthesis of MoS₂/Graphene Hybrid for Electrochemical Detection and Catalytic Reduction of 4-Nitrophenol
p.149

Comparison of Surfactant Performance Using D-LIMONENE According to EO(Ethylene Oxide) Mole Number for Cleaning the Fish Cake Production Process
p.155

Fabrication of Sulfonated Bamboo Charcoal-Chitosan (sBC-CS) Hybrid and its Applications for Reinforcement of Styrene-Butadiene Rubber
p.160

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 872Numerical Simulation of Precast Pile Caps...

Numerical Simulation of Precast Pile Caps Reinforced Concrete

Abstract:

This paper investigates the structural behavior of pile caps designed in precast concrete. Firstly, it is performed an introduction to the subject, indicating the advantages and disadvantages of using this element as structural solution. Secondly, some aspects related to its application in Brazil and abroad are discussed as well and finally, considerations are presented regarding the research in this area, followed by numerical analysis of two pile caps studied by Chan & Poh [3], using finite element method by Diana V 9.2 software. A load versus displacement response of a specimen is presented as the cracking panorama and nodal stress in the pile and the column. Comparison of ultimate load between experimental and numerical simulation shows that numerical model is able to represent the structural behavior.

You might also be interested in these eBooks

Applied Engineering, Materials and Mechanics

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 872)

Pages:

130-140

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.872.130

Citation:

Cite this paper

Online since:

October 2017

Authors:

Rodrigo Barros*, Daniel Nelson Maciel, Daniel Higor Leite Braz

Keywords:

Numerical Simulation, Pile Caps, Precast Reinforced Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] A. C. R. Laranjeiras, Precast Pile caps concrete. TQS on line discussion. Available at http: /consultoriaeanalise. blogspot. com/2009/09/blocos-de-coroamento-pre-moldados. html. (2009).

Google Scholar

[2] D. P. Merwin, Precast concrete piers protect Holland tunnel from wayward ships: study case. PCI J. Constr. Build. Mater. 14 (1996) 20-22.

Google Scholar

[3] T. K. Chan, C. K. Poh, Behavior of precast reinforced concrete pile caps. Constr. Build. Mater. 14 (2000) 73-78.

DOI: 10.1016/s0950-0618(00)00006-4

Google Scholar

[4] Brazilian Association of Technical Standards. NBR 6118: 2007 – Design and executing of reinforced concrete structures. Rio de Janeiro City, Brazil (in Portuguese).

Google Scholar

[5] British Standard for Structural use of Concrete. BS 8110 – Code of practice for design and construction. Part I, (1985).

Google Scholar

[6] E. Mörsch, Theory and practice of reinforced concrete, The German Version. Editorial Gustavo GILI, S.A. Barcelona, Tomo II, (1948), p.476.

Google Scholar

[7] J. Blévot, R. Frémy, Semelles sur piex. Analles d'Institut Techique du Bâtiment et des Travaux Publics, Paris, 20(230) (1967) 223-295.

Google Scholar

[8] J. Schlaich, K. Schafer, Design and detailing of structural concrete using strut-and-tie models. Struct. Eng. 69(6) (1991) 113-125.

Google Scholar

[9] Comite Euro-Internacional Du Béton. CEB-FIP Model code for concrete structures. Bulletin D'Information, Paris, 203-205 (1990).

DOI: 10.1680/ceb-fipmc1990.35430

Google Scholar

[10] CSA Standard A23. 3. 04. Design of Concrete Structures with Explanatory Notes. Canadian Portland Cement Association, Ontario, Canada, (2004).

Google Scholar

[11] American Concrete Institute ACI 318-08 – Building Code Requirements for Structural Concrete and Commentary, Farmington Hills, USA, (2008).

Google Scholar