Web29 jan. 2024 · Rocha, M.: Fatigue Behaviour of Steel Reinforcement Bars at Very High Number of Cycles. Lausanne, Suisse: École Politechnique Fédérale de Lausanne (2014) Google Scholar Saif Aldabagh, M.S.: Low-cycle fatigue performance of high-strength steel reinforcing bars considering the effect of inelastic buckling. WebFragiadakis M, Pinho R and Antoniou S (2006), “Modelling Inelastic Buckling of Reinforcing Bars under Earthquake Loading,” J. Struct. Engrg., ASCE. (submitted for publication) Giberson M (1967), “The Response of Nonlinear Multi-Story Structures Subjected to Earthquake Excitations,” Earthquake Engineering Research Laboratory, …
Influence of inelastic buckling on low-cycle fatigue …
Web15 jun. 2024 · In this paper, the stress-strain behaviour of stainless steel reinforcing bars with the effect of inelastic buckling is examined experimentally and numerically for the first time. Stainless steel reinforcing bars of 12 mm diameter with various slenderness ratios of austenitic EN 1.4301 and duplex EN 1.4362 grades are tested under tension and … WebExisting reinforced concrete (RC) members, designed in accordance with obsolete codes, are often characterized by high stirrup spacing. The collapse mechanisms generated by high stirrup spacing are typically related to the buckling of longitudinal reinforcement and can be accentuated when corrosion takes place. In this paper, new refined material … mass courthouse
Inelastic buckling of corrosion damaged reinforcing bars
Web44 significant impact on inelastic buckling of corroded RC components. More recently, Kashani 45 et al. 2013a,b, Kashani et al. 2014 and Kashani et al. 2015a investigated the influence of 46 corrosion on inelastic buckling of corroded reinforcing bars under monotonic and cyclic 47 loading experimentally and numerically. Web482 / JOURNAL OF STRUCTURAL ENGINEERING / MAY 2001 THREE-DIMENSIONAL INELASTIC RESPONSE OF AN RC BUILDING DURING THE NORTHRIDGE EARTHQUAKE By Juan C. De la Llera,1 Member, ASCE, Anil K. Chopra,2 Member, ASCE, and Jose´ L. Almaza´n3 ABSTRACT: The three-dimensional inelastic earthquake … Web[6] G. Monti and C. Nuti, “Nonlinear cyclic behavior of reinforcing bar including buckling”, Journal of Structural Engineering, vol. 12, pp.3268-3284, 1992. [7] J. Korentz, “Modeling of the inelastic buckling of longtidunal reinforcing bars in concrete elements”, Materiały Budowlane, vol. 8, pp. 95-96, 2016. hydrocarbons bonding