On the homogenization of periodic beam-like structures

被引:6
作者
Penta, Francesco [1 ]
Esposito, Luca [1 ]
Pucillo, Giovanni Pio [1 ]
Rosiello, Vincenzo [1 ]
Gesualdo, Antonio [2 ]
机构
[1] Univ Naples Federico II, Dept Ind Engn, Piazzale Tecchio 80, I-80125 Naples, Italy
[2] Univ Naples Federico II, Dept Struct Engn & Architecture, Via Claudio 21, I-80125 Naples, Italy
来源
AIAS2017 - 46TH CONFERENCE ON STRESS ANALYSIS AND MECHANICAL ENGINEERING DESIGN | 2018年 / 8卷
关键词
Pratt and Vierendeel girders; Beam like lattice; Timoshenko couple-stress beam; Homogenization; Force transmission modes; Transfer state matrix eigen-analysis; TRANSVERSE STRENGTH; WAVE-PROPAGATION; PART I; BEHAVIOR; EIGENANALYSIS; JOINTS; MODULI; MODEL;
D O I
10.1016/j.prostr.2017.12.040
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A homogenization method for periodic beam-like structures that is based on the unit cell force transmission modes is presented. Its main advantage is that to identify the principal vectors of the state transfer matrix corresponding to the transmission modes it operates directly on the sub-partitions of the unit cell stiffness matrix and allows to overcome the problems due to ill-conditioning of the transfer matrix. As case study, the Pratt girder is considered. Closed form solutions for the transmission modes of this girder are achieved and used into homogenization. Since the pure bending mode shows that the Pratt unit cell transmits two kinds of bending moments, one given by the axial forces and the other originated by nodal moments, the Timoshenko couple-stress beam is employed as substitute continuum. Finally, a validation of the proposed procedure is carried out comparing the predictions of the homogenized models with the results of a series of girder f. e. analyses. Copyright (C) 2018 The Authors. Published by Elsevier B.V.
引用
收藏
页码:399 / 409
页数:11
相关论文
共 44 条
[1]  
[Anonymous], 1988, Applied Mechanics Reviews, DOI [10.1115/1.3151907, 10.1115/ 1.3151907, DOI 10.1115/1.3151907]
[2]  
Bazant Z. P., 1972, International Journal of Solids and Structures, V8, P327, DOI 10.1016/0020-7683(72)90093-5
[3]   Steel truss/composite skin hybrid ship hull. Part I: Design and analysis [J].
Cao, Jun ;
Grenestedt, Joachim L. ;
Maroun, William J. .
COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2007, 38 (07) :1755-1762
[4]   Shear Plastic Constitutive Behavior for Near-Fault Ground Motion [J].
Cennamo, C. ;
Gesualdo, A. ;
Monaco, M. .
JOURNAL OF ENGINEERING MECHANICS, 2017, 143 (09)
[5]   Steel truss bridges with welded box-section members and bowknot integral joints, Part I: Linear and non-linear analysis [J].
Cheng, Bin ;
Qian, Qin ;
Sun, Haitao .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 80 :465-474
[6]   On the ballast-sleeper interaction in the longitudinal and lateral directions [J].
De Iorio, Antonio ;
Grasso, Marzio ;
Penta, Francesco ;
Pucillo, Giovanni Pio ;
Rossi, Stefano ;
Testa, Mario .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2018, 232 (02) :620-631
[7]  
De Iorio A, 2014, FRAT INTEGRITA STRUT, P593
[8]   Transverse strength of railway tracks: part 2. Test system for ballast resistance in line measurement [J].
De Iorio, Antonio ;
Grasso, Marzio ;
Penta, Francesco ;
Pucillo, Giovanni Pio ;
Rosiello, Vincenzo .
FRATTURA ED INTEGRITA STRUTTURALE, 2014, 30 (30) :578-592
[9]   Transverse strength of railway tracks: part 1. Planning and experimental setup [J].
De Iorio, Antonio ;
Grasso, Marzio ;
Penta, Francesco ;
Pucillo, Giovanni Pio ;
Pinto, Paolo ;
Rossi, Stefano ;
Testa, Mario ;
Farneti, Giuseppe .
FRATTURA ED INTEGRITA STRUTTURALE, 2014, (30) :478-485
[10]   On the Young's modulus of a auxetic composite structure [J].
Donescu, Stefania ;
Chiroiu, Veturia ;
Munteanu, Ligia .
MECHANICS RESEARCH COMMUNICATIONS, 2009, 36 (03) :294-301