Experimental and Numerical Investigations on Fire-Resistance Performance of Precast Concrete Hollow-Core Slabs

被引:10
|
作者
Heo, Inwook [1 ]
Darkhanbat, Khaliunaa [1 ,2 ]
Han, Sun-Jin [1 ]
Choi, Seung-Ho [1 ]
Jeong, Hoseong [1 ,2 ]
Kim, Kang Su [1 ,2 ]
机构
[1] Univ Seoul, Dept Architectural Engn, 163 Seoulsiripdaero, Seoul 02504, South Korea
[2] Univ Seoul, Smart City Interdisciplinary Major Program, 163 Seoulsiripdaero, Seoul 02504, South Korea
来源
APPLIED SCIENCES-BASEL | 2021年 / 11卷 / 23期
关键词
hollow-core slab; precast concrete; prestressed concrete; fire resistance performance; nonlinear finite element analysis; SHEAR-STRENGTH; BEHAVIOR; CAPACITY; MODEL;
D O I
10.3390/app112311500
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
In this study, full-scale fire tests and finite element (FE) analyses are conducted to investigate the fire resistance performance of hollow-core slabs (HCSs) manufactured using the extrusion method. The deflection of the HCS specimens and the temperature distribution in the section according to the fire exposure time are measured and analyzed comprehensively, and the test results are compared with the FE analysis results. In addition, parametric analyses are conducted on 21 cases with the HCS depth, span length, hollow ratio in a section, cover thickness of concrete, and load ratio (i.e., the ratio of the external load to the ultimate load) as variables, based on which the fire resistance performance of the HCS according to each variable is investigated. The analysis results show that the load ratio is a key factor governing the fire resistance behavior of HCSs, whereas the effects of the cover thickness of concrete and the hollow ratio in a section are relatively slight within the range of variables examined in this study.
引用
收藏
页数:24
相关论文
共 50 条
  • [41] Seismic Performance of Precast Hollow-Core Floors: Part 1-Experimental Data
    Corney, Samuel R.
    Puranam, Aishwarya Y.
    Elwood, Kenneth J.
    Henry, Richard S.
    Bull, Des
    ACI STRUCTURAL JOURNAL, 2021, 118 (05) : 49 - 63
  • [42] Experimental and numerical investigation of the bending, shear, and punching shear behavior of recycled aggregate concrete precast/prestressed hollow core slabs
    Mcginnis, Michael J.
    Gangone, Michael V.
    Nogales, Alejandro
    Gomez-Santana, Lizeth Marisol
    Weldon, Brad
    Reihl, Adam
    Tosic, Nikola
    Kurama, Yahya
    STRUCTURAL CONCRETE, 2024,
  • [43] Experimental research on prestressed concrete hollow-core slabs strengthened with externally bonded bamboo laminates
    Wang, Zhuolin
    Wang, Mingqian
    Xu, Qingfeng
    Harries, Kent A.
    Li, Xiangmin
    Gao, Rundong
    ENGINEERING STRUCTURES, 2021, 244
  • [44] PERFORMANCE TESTS OF PRECAST PRESTRESSED HOLLOW CORE SLABS.
    Jin, Tay Choon
    Jurnal Institusi Jurutera Malaysia, 1987, (40): : 41 - 50
  • [45] Evaluation of the shear capacity of precast-prestressed hollow core slabs: numerical and experimental comparisons
    E. Brunesi
    D. Bolognini
    R. Nascimbene
    Materials and Structures, 2015, 48 : 1503 - 1521
  • [46] In-plane seismic performance of precast concrete hollow-core slab panels for basement walls
    Kang, Su-Min
    Kang, Joon Hee
    Son, Hong-Jun
    Kim, Seung-Il
    Eom, Tae-Sung
    Hwang, Hyeon-Jong
    Kim, Dae-Jin
    STRUCTURES, 2024, 63
  • [47] Evaluation of the shear capacity of precast-prestressed hollow core slabs: numerical and experimental comparisons
    Brunesi, E.
    Bolognini, D.
    Nascimbene, R.
    MATERIALS AND STRUCTURES, 2015, 48 (05) : 1503 - 1521
  • [48] Flexural behavior of steel-concrete ultra-shallow floor beams (USFBs) with precast hollow-core slabs
    Pereira Junior, Sineval Esteves
    Ferreira, Felipe Piana Vendramell
    Tsavdaridis, Konstantinos Daniel
    De Nardin, Silvana
    ENGINEERING STRUCTURES, 2023, 278
  • [49] Shear capacity of hollow-core slabs with concrete-filled cores
    McDermott, Matthew R.
    Dymond, Benjamin Z.
    PCI JOURNAL, 2020, 65 (02): : 59 - 74
  • [50] DIRECT ASSESSMENT OF THE TENSILE-STRENGTH OF THE WEB IN PRESTRESSED PRECAST HOLLOW-CORE SLABS
    PISANTY, A
    REGAN, PE
    MATERIALS AND STRUCTURES, 1991, 24 (144): : 451 - 455