Effects of shrinkage in composite steel-concrete beam subjected to fire

被引:1
|
作者
Rahal, Nacer [1 ,4 ]
Souici, Abdelaziz [1 ,4 ]
Beghdad, Houda [1 ]
Tehami, Mohamed [2 ,4 ]
Djaffari, Dris [3 ]
Sadoun, Mohamed [1 ]
Benmahdi, Khaled [1 ]
机构
[1] Mustapha Stambouli Univ, Dept Civil Engn, Mascara 29000, Algeria
[2] Univ Sci & Technol, Dept Civil Engn, Oran 31000, Algeria
[3] Univ Ahmed Draia Adrar, Adv Inst Sci & Technol, Dept Civil Engn, Adrar, Algeria
[4] USTO, Lab Mech Struct & Construct Stabil, Oran 31000, Algeria
来源
STEEL AND COMPOSITE STRUCTURES | 2024年 / 50卷 / 04期
关键词
complex networks; mathematical simulation; mechanical behavior; nanotechnology; SHEAR CONNECTORS; BEHAVIOR; JOINTS;
D O I
10.12989/scs.2024.50.4.375
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The network theory studies interconnection between discrete objects to find about the behavior of a collection of objects. Also, nanomaterials are a collection of discrete atoms interconnected together to perform a specific task of mechanical or/and electrical type. Therefore, it is reasonable to use the network theory in the study of behavior of super -molecule in nanoscale. In the current study, we aim to examine vibrational behavior of spherical nanostructured composite with different geometrical and materials properties. In this regard, a specific shear deformation displacement theory, classical elasticity theory and analytical solution to find the natural frequency of the spherical nano -composite structure. The analytical results are validated by comparison to finite element (FE). Further, a detail comprehensive results of frequency variations are presented in terms of different parameters. It is revealed that the current methodology provides accurate results in comparison to FE results. On the other hand, different geometrical and weight fraction have influential role in determining frequency of the structure.
引用
收藏
页码:375 / 382
页数:8
相关论文
共 50 条
  • [1] Behavior of steel-concrete composite slabs subjected to standard fire
    Mao, Xiao-Yong
    Zhang, Yao-Chun
    Han, Lin-Hai
    Journal of Harbin Institute of Technology (New Series), 2002, 9 (02) : 155 - 160
  • [2] Behavior of steel-concrete composite slabs subjected to standard fire
    Mao, Xiaoyong
    Zhang, Yaochun
    Han, Linhai
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2002, 23 (02):
  • [3] Stochastic Creep and Shrinkage Effect of Steel-Concrete Composite Beam
    Xiang, Tianyu
    Yang, Cheng
    Zhao, Gangyun
    ADVANCES IN STRUCTURAL ENGINEERING, 2015, 18 (08) : 1129 - 1140
  • [4] Behavior of steel-concrete composite slabs subjected to standard fire
    毛小勇
    张耀春
    韩林海
    Journal of Harbin Institute of Technology(New series), 2002, (02) : 155 - 160
  • [5] Fire analysis of steel-concrete composite beam with interlayer slip
    Hozjan, Tomaz
    Saje, Miran
    Srpcic, Stanislav
    Planinc, Igor
    COMPUTERS & STRUCTURES, 2011, 89 (1-2) : 189 - 200
  • [6] Shrinkage behavior of steel-concrete composite beams
    Bradford, MA
    ACI STRUCTURAL JOURNAL, 1997, 94 (06) : 625 - 632
  • [7] Structural Behavior of a Steel-Concrete Composite Beam under Fire Condition
    Kang, M. S.
    Pak, H.
    Kang, J. W.
    Kee, S. H.
    Choi, B. J.
    MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 2146 - 2153
  • [8] Experimental and numerical investigation of steel-concrete composite beam subjected to contact explosion
    Xiao, Yi
    Zhu, Weiqing
    Song, Jian
    Jia, Jinqing
    Li, Zhi
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2024, 187
  • [9] Performance of steel-concrete composite structures in fire
    Wang, YC
    PROGRESS IN STRUCTURAL ENGINEERING AND MATERIALS, 2005, 7 (02) : 86 - 102
  • [10] Experimental study on behavior of steel-concrete composite floor with spacial restraints subjected to fire
    Zhang D.
    Zhang J.
    Wang H.
    Dong Y.
    Wang W.
    Li Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2022, 43 (02): : 52 - 64