Explicit modelling of large deflection behaviour of restrained reinforced concrete beams in fire. (15th August 2016)

• Record Type: Journal Article
• Authors: Albrifkani, Sherwan; Wang, Yong C.
• Is Part Of: Engineering structures. Volume 121(2016:Aug. 15)
• Page Start: 97
• Page End: 119
• Publication Date: 2016-08-15
• Subjects: Restrained RC beam -- Explicit modelling -- Fire resistance -- Catenary action -- Load factoring -- Mass scaling -- Damping -- Concrete; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.04.032
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Explicit FE modelling method for axially and rotationally restrained RC-beams. Guidance on modelling parameters to achieve fast simulation and convergence. Extensive and detailed validation against ambient temperature and fire test results. Revealing whole range behaviour of restrained RC-beams until complete failure. Abstract: This paper presents a dynamic explicit finite element (FE) simulation method to predict the highly nonlinear response of axially and rotationally restrained reinforced concrete (RC) beams at ambient temperature and in fire condition. Catenary action, developed during the large deflection behaviour of RC beams, is an important mechanism of resisting progressive collapse. This paper explains the numerical simulation challenges, including temporary instabilities, local failure of materials, non-convergence and long simulation time, and proposes methods to resolve these challenges. The effectiveness of the proposed simulation model is checked by comparison of the simulation results against relevant test results of restrained RC beams at ambient temperature and in fire. It has been found that using the explicit simulation method can follow the whole range behaviour of restrained RC beams until complete structural failure. Either load factoring or mass scaling may be used to speed up the simulation process. Damping can be applied to minimise significant dynamic effects following beam bending failure. This paper will give guidance on how to select the appropriate load factoring, mass scaling and damping values.