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原文传递 Predicting Time-Dependent Behavior of Post-Tensioned Concrete Beams: Discrete Multiscale Multiphysics Formulation

题名：	Predicting Time-Dependent Behavior of Post-Tensioned Concrete Beams: Discrete Multiscale Multiphysics Formulation
正文语种：	英文
作者：	Mohammed Abdellatef, S.M.ASCE1; Jan Vorel2; Roman Wan-Wendner, M.ASCE3; Mohammed Alnaggar, A.M.ASCE4
作者单位：	1Lecturer, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180. 2Associate Professor, Faculty of Civil Engineering, Dept. of Mechanics, Czech Technical Univ. in Prague, Thakurova 7, 16629 Prague, Czech Republic. 3Associate Professor, Dept. of Structural Engineering, Ghent Univ., Tech Lane Ghent Science Park—Campus A, Technologiepark-Zwijnaarde 60, 9052 Gent, Belgium. 4Assistant Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180 (corresponding author).
关键词：	deform；formulation；prediction；framework；capabilities；shrinkage；structure；different；temperature；environmental
摘要：	Time-dependent deformations, including creep and shrinkage, are essential factors that govern multiple design aspects of prestressed/post-tensioned concrete structures. These include (but are not limited to) time to initial post-tensioning, prestressing losses, time to shoring removal, and serviceability in general. Excessive creep and shrinkage deformations can render a structure unusable aesthetically or even lead to eventual collapse. This is becoming more and more important because many of the recently developed advanced cementitious materials are characterized by larger and more evident long-term deformations (e.g., prolonged self-desiccation in highstrength concrete). This paper presents the prediction of long-term deformations of post-tensioned concrete beams due to creep, shrinkage, and steel relaxation under sustained loading and varying environmental conditions. This is achieved by using the lattice discrete particle model (LDPM) framework, in which time-dependent deformations are imposed at the coarse aggregate level following an explicit solidification-microprestress formulation and a code-based model for steel relaxation. Time-dependent deformations are formulated as functions of spatial and temporal evolutions of temperature, humidity, and cementitious materials’ hydration within the concrete mesostructure, which are modeled by using a semidiscrete multiphysics hygro-thermo-chemical (HTC) model. The coupling between the different models allows for capturing the time-dependent deformations relevant to the different design stages of post-tensioned concrete beams. To show the predictive capabilities of the proposed multiscale physics-based framework, all model parameters are calibrated by simulating the response of companion specimens (lab scale) only, then used to predict blindly the behavior of full-scale post-tensioned beams. The predictions show very good agreement with experimental data.
出版年：	2019
期刊名称：	Journal of Structural Engineering
卷：	145
期：	7
页码：	1-13