Stiffness evaluation of semi-rigid connection using steel clamps in plastic greenhouse structure

被引:2
作者
Lee, Sangik [1 ]
Lee, Jong-hyuk [2 ]
Seo, Byung-hun [3 ]
Kim, Dong-su [3 ]
Kim, Dongwoo [3 ]
Jo, Yerim [3 ]
Choi, Won [4 ]
机构
[1] Kyungpook Natl Univ, Coll Agr & Life Sci, Dept Agr Civil Engn, 80 Daehak Ro, Daegu 41566, South Korea
[2] Seoul Natl Univ, Res Inst Agr & Life Sci, Coll Agr & Life Sci, Dept Landscape Architecture & Rural Syst Engn, 1 Gwanak Ro, Seoul 08826, South Korea
[3] Seoul Natl Univ, Coll Agr & Life Sci, Dept Landscape Architecture & Rural Syst Engn, 1 Gwanak-ro, Seoul 08826, South Korea
[4] Seoul Natl Univ, Res Inst Agr & Life Sci, Coll Agr & Life Sci,Integrated Major Global Smart, Dept Landscape Architecture & Rural Syst Engn, 1 Gwanak Ro, Seoul 08826, South Korea
关键词
Greenhouse structure; Clamp-based connection; Semi-rigid connection; Load-deformation relationship; Stiffness modelling; BEHAVIOR; DESIGN; MODEL; STRENGTH; FRAMES;
D O I
10.1016/j.biosystemseng.2024.11.018
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Greenhouse structures, essential for modern agriculture, often experience significant uncertainties due to varying environmental conditions, leading to frequent damage and economic losses. Accurately analysing the structural responses of these greenhouses is particularly challenging due to the difficulty in understanding the actual behaviour of connections using steel clamps. This study focuses on evaluating the stiffness and mechanical behaviour of semi-rigid connections using steel clamps in plastic greenhouses. A specialised load-deformation testing apparatus was developed to assess the relationships between force and displacement or moment and rotation for these connections with various deformation modes. The experimental results were used to model stiffness coefficients and ultimate limit loads, providing a detailed understanding of the mechanical properties of these connections. Findings reveal that steel clamps introduce complex structural behaviours that differ significantly from traditional connections, highlighting the need for advanced modelling techniques. This comprehensive analysis offers new insights into the behaviour of semi-rigid connections in greenhouse structures and underscores the importance of detailed empirical studies. The research contributes to improving the structural design and safety assessments of agricultural facilities, ensuring better resilience against environmental stresses. The outcomes are crucial for developing more effective and reliable greenhouse designs that can withstand adverse conditions, ultimately supporting sustainable agricultural practices.
引用
收藏
页码:15 / 27
页数:13
相关论文
共 69 条
[1]   EXPANDED DATABASE OF SEMIRIGID STEEL CONNECTIONS [J].
ABDALLA, KM ;
CHEN, WF .
COMPUTERS & STRUCTURES, 1995, 56 (04) :553-564
[2]  
[Anonymous], 2005, Eurocode 3, V8, P135
[3]  
[Anonymous], 2019, [No title captured]
[4]   MOMENT-ROTATION FUNCTIONS FOR STEEL CONNECTIONS [J].
ATTIOGBE, E ;
MORRIS, G .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (06) :1703-1718
[5]   Experimental investigation of sinus beams with end-plate connections [J].
Aydin, Abdulkadir Cuneyt ;
Maali, Mahyar ;
Kilic, Mahmut ;
Sagiroglu, Merve .
THIN-WALLED STRUCTURES, 2015, 97 :35-43
[6]  
Baumgart F, 2000, INJURY, V31, P14
[7]   Analysis of the collapse of a greenhouse with vaulted roof [J].
Briassoulis, Demetres ;
Dougka, Georgia ;
Dimakogianni, Danai ;
Vayas, Ioannis .
BIOSYSTEMS ENGINEERING, 2016, 151 :495-509
[8]   Greenhouse structures SLS analysis: Experimental results and normative aspects [J].
Castellano, S ;
Candura, A ;
Scarascia-Mugnozza, G .
PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SUSTAINABLE GREENHOUSE SYSTEMS, VOLS 1 AND 2, 2005, (691) :701-708
[9]  
Chen W.F., 2018, ADV ANAL STEEL FRAME
[10]  
Chen W.-F., 1995, Stability design of semi-rigid frames