On reliable predicting risk and nature of thermal spalling in heated concrete

被引:28
|
作者
Gawin, Dariusz [1 ]
Pesavento, Francesco [2 ]
Guerrero Castells, Angel [3 ]
机构
[1] LodZ Univ Technol, Dept Bldg Phys & Bldg Mat, Al Politech 6, PL-90924 Lodz, Poland
[2] Univ Padua, Dept Civil Environm & Architectural Engn, Via Marzolo 9, I-35131 Padua, Italy
[3] Ignia, Cl Aragon 67, Ibiza, Baleares, Spain
关键词
Thermal spalling; Heated concrete; Numerical simulations; Energetic analysis; Porous media mechanics; HYGROTHERMAL BEHAVIOR; ELEVATED-TEMPERATURES; MODEL; FIRE; MULTIPHASE; TRANSPORT; PRESSURE; SYSTEMS; DAMAGE; WATER;
D O I
10.1016/j.acme.2018.01.013
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Thermal spalling is a deterioration phenomenon which is of fundamental importance during durability analysis of concrete structures exposed to high temperature, e.g. during a fire. To assess the risk of this damage mechanism for a real concrete structure, numerical simulations are usually applied since experimental tests are very costly. Some aspects related to predicting thermal spalling by means of numerical modelling of chemo-hygrothermal and damage processes in heated concrete, are presented in this work. First, we propose a spalling index, validate it with some experimental results and show how it can be used in the quantitative assessment of spalling risk. Then, the results of numerical simulations of a slab, made of two types of concrete (NSC and HPC), heated with three different rates, are discussed from the energetic point of view in order to indicate the main physical causes and predict the nature of thermal spalling: slow, rapid or violent. The presented results allow to assess the contribution of energy due to constrained thermal strains and compressed pore gas into the thermal spalling for different types of concrete heated with different rates. (C) 2018 Politechnika Wroclawska. Published by Elsevier Sp. z o.o. All rights reserved.
引用
收藏
页码:1219 / 1227
页数:9
相关论文
共 50 条
  • [1] Spalling of heated high performance concrete due to thermal and hygric gradients
    Zhang, Binsheng
    Cullen, Martin
    Kilpatrick, Tony
    ADVANCES IN CONCRETE CONSTRUCTION, 2016, 4 (01) : 1 - 13
  • [2] Comparison between hydraulic and thermal spalling in heated concrete based on numerical modeling
    Msaad, Y.
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2007, 133 (06): : 608 - 615
  • [3] Experimental investigation on spalling mechanisms in heated concrete
    Zeiml, A.
    Lackner, R.
    FRACTURE MECHANICS OF CONCRETE AND CONCRETE STRUCTURES, VOLS 1-3: VOL 1: NEW TRENDS IN FRACTURE MECHANICS OF CONCRETE; VOL 2: DESIGN, ASSESSMENT AND RETROFITTING OF RC STRUCTURES; VOL 3: HIGH-PERFORMANCE CONCRETE, BRICK-MASONRY AND ENVIRONMENTAL ASPECTS, 2007, 1-3 : 1723 - +
  • [4] Analyses of heated concrete spalling due to restrained thermal dilation: Application to the "Chunnel" fire
    Msaad, Y.
    Bonnet, G.
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2006, 132 (10): : 1124 - 1132
  • [5] PREDICTION OF THE THERMAL SPALLING RISK OF CONCRETE STRUCTURES EXPOSED TO HIGH TEMPERATURES
    Gawin, Dariusz
    Pesavento, Francesco
    ARCHITECTURE CIVIL ENGINEERING ENVIRONMENT, 2009, 2 (01) : 49 - 60
  • [6] Influence of thermal strain on concrete spalling
    Klimek, Andre
    Stelzner, Ludwig
    Hothan, Sascha
    Zehfuss, Jochen
    MATERIALS AND STRUCTURES, 2024, 57 (01)
  • [7] A machine learning approach to predict explosive spalling of heated concrete
    Liu, Jin-Cheng
    Zhang, Zhigang
    ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2020, 20 (04)
  • [8] Hammering sound of concrete with defects and spalling risk
    Yasuda, Naotoshi
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 131
  • [9] A new perspective on nature of fire-induced spalling in concrete
    Liu, Jin-Cheng
    Tan, Kang Hai
    Yao, Yao
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 184 : 581 - 590
  • [10] Moisture transport in heated concrete, as studied by NMR, and its consequences for fire spalling
    van der Heijden, G. H. A.
    van Bijnen, R. M. W.
    Pel, L.
    Huinink, H. P.
    CEMENT AND CONCRETE RESEARCH, 2007, 37 (06) : 894 - 901