Cost optimization of load carrying thin-walled precast high performance concrete sandwich panels

被引:2
|
作者
Hodicky, K. [1 ]
Hansen, S. [2 ]
Hulin, T. [1 ]
Schmidt, J. W. [1 ]
Stang, H. [1 ]
机构
[1] Tech Univ Denmark, Sect Struct Engn, Dept Civil Engn, Kongens, Denmark
[2] Tech Univ Denmark, Sect Bldg Phys & Serv, Dept Civil Engn, Kongens, Denmark
关键词
Cost optimization; High performance concrete; Sandwich panel; Composite interaction; HIGH-STRENGTH CONCRETE; DESIGN; BEAMS; ALGORITHM;
D O I
10.1007/s00158-015-1298-9
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The paper describes a procedure to find the structurally and thermally efficient design of load-carrying thin-walled precast High Performance Concrete Sandwich Panels (HPCSP) with an optimal economical solution. A systematic optimization approach is based on the selection of material's performances and HPCSP's geometrical parameters as well as on material cost function in the HPCSP design. Cost functions are presented for High Performance Concrete (HPC), insulation layer, reinforcement and include labour-related costs. The present study reports the economic data corresponding to specific manufacturing process and actual financial parameters for the Danish prefabrication industry. The strength based design of HPCSP is in competence with the format of Eurocode 2 and takes into account failure modes related to flexure, shear, HPCSP buckling/slenderness, local HPC plate buckling and maximum deflections. The solution of the optimization problem is performed in the computer package software MatlabA (R) with SQPlab package and integrates the processes of HPCSP design, quantity take-off and cost estimation. The proposed optimization process outcomes in complex HPCSP design proposals to achieve minimum cost of HPCSP.
引用
收藏
页码:1089 / 1106
页数:18
相关论文
共 50 条
  • [41] LOAD-CARRYING CAPACITY OF THE HIGH-STRENGTH STEEL THIN-WALLED BOX-SECTION BEAM
    Gao, Lei
    Sun, Hong-Cai
    Jiang, Ke-Bin
    Xu, Guan-Yao
    PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 877 - 882
  • [42] Load-carrying capacity of flexible thin-walled reinforced prismatic folded systems
    Fialko, SY
    INTERNATIONAL APPLIED MECHANICS, 1996, 32 (02) : 106 - 111
  • [43] Load carrying capacity of thin-walled cross-section elements in view of imperfections
    Rusch, A.
    Lindner, J.
    Stahlbau, 2001, 70 (10) : 765 - 774
  • [44] Load-carrying capacity of thin-walled composite beams subjected to pure bending
    Gliszczynski, Adrian
    Kubiak, Tomasz
    THIN-WALLED STRUCTURES, 2017, 115 : 76 - 85
  • [45] Experimental investigations of sandwich panels using high performance concrete thin plates exposed to fire
    Thomas Hulin
    Kamil Hodicky
    Jacob W. Schmidt
    Henrik Stang
    Materials and Structures, 2016, 49 : 3879 - 3891
  • [46] Experimental investigations of sandwich panels using high performance concrete thin plates exposed to fire
    Hulin, Thomas
    Hodicky, Kamil
    Schmidt, Jacob W.
    Stang, Henrik
    MATERIALS AND STRUCTURES, 2016, 49 (09) : 3879 - 3891
  • [47] Load-carrying capacity and energy absorption of thin-walled profiles with edge stiffeners
    Kotelko, M.
    THIN-WALLED STRUCTURES, 2007, 45 (10-11) : 872 - 876
  • [48] Experimental study on the behaviour and load carrying capacity of thin-walled reinforced concrete compression members - Channel section with vertical stiffeners
    Kumar, V.
    Kandasamy, S.
    Journal of Structural Engineering (Madras), 2010, 37 (05): : 350 - 357
  • [49] Analytical investigation of thermal performance of precast concrete three-wythe sandwich wall panels
    Lee, BJ
    Pessiki, S
    PCI JOURNAL, 2004, 49 (04): : 88 - 101
  • [50] Seismic performance of precast concrete shear wall structure with sandwich facade panels and linear support
    Chong X.
    Yao H.
    Jiang Q.
    Ye X.
    Feng Y.
    Fang Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (12): : 51 - 59