Запис Детальніше

Reliability evaluation of strengthened reinforced concrete members

Електронний науковий архів Науково-технічної бібліотеки Національного університету "Львівська політехніка"

Переглянути архів Інформація
 
 
Поле Співвідношення
 
Title Reliability evaluation of strengthened reinforced concrete members
 
Contributor Khmil, Roman
Tytarenko, Roman
 
Subject reliability evaluation
reliability index
reinforced concrete (RC)
strengthened RC members
probability of failure
safety factor
reconstruction
FRP composites
 
Description This paper is devoted to a brief analytical overview of study a problem of reliability evaluation of strengthened reinforced concrete (RC) members. The question of definition of real level of strengthened RC members, that are in use, are considered. The effect of external strengthening composite materials (FRP and CFRP strips) on reliability of RC members is presented, considering the statistical character of the design variables (geometry, material properties etc.). The probabilistic calculations, that are considered in this paper, are based on the Monte Carlo method. The importance of determination of reliability indexes of strengthened RC members is presented in the conclusions.
 
Date 2018-04-18T14:08:01Z
2018-04-18T14:08:01Z
2016
 
Type Conference Abstract
 
Identifier Khmil R. Reliability evaluation of strengthened reinforced concrete members / Roman Khmil, Roman Tytarenko // Litteris et Artibus : proceedings of the 6th International youth science forum, November 24–26, 2016, Lviv, Ukraine / Lviv Polytechnic National University. – Lviv : Lviv Polytechnic Publishing House, 2016. – P. 137–138. – Bibliography: 11 titles.
http://ena.lp.edu.ua:8080/handle/ntb/40713
 
Language en
 
Relation [1] W.Y. Kam, S. Pampanin and K. Elwood, “Seismic performance of reinforced concrete buildings in the 22 february Christchurch (Lyttelton) earthquake”, Bulletin of the New Zealand society for earthquake engineering, vol. 44, no. 4, pp. 239-278, Dec. 2011. [2] R.Ye. Khmil and R.Yu. Tytarenko, “Analysis of evaluation’s methods of the reliability of reinforced concrete structures”, Resource-efficient materials, constructions, buildings and structures: Journal of scientific researches, vol. 32, pp. 282-289, May 2016. [3] Eurocode, “Basis of structural design. EN 1990:2002”, Brussels, European Committee for Standardization (CEN), 87 p., 2002. [4] R.Ye. Khmil and R.Yu. Tytarenko, “The features of reliability evaluation of strengthened reinforced concrete elements”, Bulletin of the Odessa State Academy of Civil Engineering and Architecture, vol. 63, pp. 91-97, June 2016. [5] J.L. Lima and J.A. Barros, “Reliability analysis of shear strengthening externally bonded FRP models”, Proceedings of the Institution of Civil Engineers – Structures and Buildings, vol. 164, pp. 43-56, Feb. 2011. [6] N.Y. Wang, B.R. Ellingwood and A.H. Zureick, “Reliability-Based Evaluation of Flexural Members Strengthened with Externally Bonded Fiber-Reinforced Polymer Composites”, Journal of Structural Engineering-ASCE, vol. 136, pp. 1151-1160, Sep. 2010. [7] C. Trentin and J.R. Casas, “Safety factors for CFRP streng-thening in bending of reinforced concrete bridges”, Com-posite Structures, vol. 128, pp. 188-198, March 2015. [8] V.M. Karbhari and M.A. Abanilla, “Design factors, reliability, and durability prediction of wet layup carbon/epoxy used in external strengthening”, Compo-sites Part B: Engineering, vol. 38, no. 1, pp. 10-23, 2007. [9] CNR-DT200, “Guidelines for design, execution and control of strengthening interventions by means of fibre reinforced”, CNR, Rome, 164 p., 2004. [10 ACI 440.2R-02, “Guide for the design and construction of externally bonded FRP systems for strengthening conc-rete structures”, ACI, Farmington Hills, MI, 80 p., 2002. [11] ACI 318-05, “Building code requirements for reinforced concrete”, ACI, Farmington Hills, MI, 369 p., 2005.
 
Format 137-138
application/pdf
 
Coverage UA
Lviv
 
Publisher Lviv Polytechnic Publishing House