Thermo-Mechanistic Multi-Scale Modeling of Structural Concrete at High Temperature
Source abstract
Abstract
A multi-scale model for significant characteristics of cementitious composite and structural concrete at high temperatures is presented and the experimental verification at micro, meso and macro-scales is conducted. Deterioration of cement hydrates, reduced stiffness of concrete composite and their rehydration are modeled at high temperature of 100 – 1000°C and integrated up to the multi-scale simulation platform. This framework enables us to reproduce some meso-scale chemo-physics such as progressive spalling of concrete cover and exposure of reinforcing bars. The temperature-dependent thermal characteristics of both aggregates and cement matrix are also considered to truck the rising temperature inside RC members. The behavioral simulation of columns, slabs and beams, which are subjected to axial compression and out-of-plane flexural shear, is conducted to be ready for fire.
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Research context
OpenAlex topics: Fire effects on concrete materials · Concrete Properties and Behavior · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil Engineering, Yokohama National University, Tokiwadai 79-5, Hodogaya, Yokohama, Kanagawa 240-0044, Japan.
References (66)
Show source-provided references
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