您所在的位置: 首页 >> 期刊 >> 建筑工程

建筑工程

《建筑工程》是IVY出版社旗下的一本关注建筑学理论与建筑设计发展的国际期刊,是建筑学理论与现代建筑工程技术相结合的综合性学术刊物。主要刊登有关建筑学研究进展的学术性论文和评论性文章。旨在为该领域内的专家、学者、科研人员提供一个良好的传播、分享和探讨建筑学理论及其进展的交流平台,反映学术前沿水平,促进学术交流,推进建筑学理论和设计方法的发展。本刊可接收中、英文稿件。其中,中文稿件要有详细的英文标题、作者、单位、摘要和关键词。初次投稿请作者按…… 【更多】 《建筑工程》是IVY出版社旗下的一本关注建筑学理论与建筑设计发展的国际期刊,是建筑学理论与现代建筑工程技术相结合的综合性学术刊物。主要刊登有关建筑学研究进展的学术性论文和评论性文章。旨在为该领域内的专家、学者、科研人员提供一个良好的传播、分享和探讨建筑学理论及其进展的交流平台,反映学术前沿水平,促进学术交流,推进建筑学理论和设计方法的发展。

本刊可接收中、英文稿件。其中,中文稿件要有详细的英文标题、作者、单位、摘要和关键词。初次投稿请作者按照稿件模板排版后在线投稿。稿件会经过严格、公正的同行评审步骤,录用的稿件首先发表在本刊的电子刊物上,然后高质量印刷发行。期刊面向全球公开征稿、发行,要求来稿均不涉密,文责自负。

ISSN Print:2329-8065

ISSN Online:2329-8081

Email:ae@ivypub.org

Website: http://www.ivypub.org/ae/

  0
  0

Paper Infomation

Research on Compression Behavior of Aluminum Members

Full Text(PDF, 185KB)

Author: JING Guo

Abstract: This paper describes the compression tests for square and rectangular hollow aluminum alloy columns. Test samples vary from 6061-T6 and 6063-T heat treatment of aluminum alloys. According to the report, measurement of geometric and material properties is the complete sample of load-deformation history. Local buckling failure modes were observed, including material yield and tensile failure. Further experimental data were collected from the literature. The finite element (FE) model was developed and validated with the test results, then used to perform a parameter study. Experimental and numerical results were used to evaluate the compression performance according to standards in American, Australia and New Zealand, Europe, and China.

Keywords: Aluminum Alloy; Stub Column Test; Experimental Investigation

References:

[1]Bijlaard, P.P. , and Fisher, G.P.(1953).“Column strength of H-sections and square tubes in post buckling range of component plates.” Technical Note2994, National Advisory Committee for Aeronautics, Washington, DC.

[2]Hassinen, P. (2000). “Compression strength of aluminum columns— Experimental and numerical studies.” Proc., 3rd Int. Conf. Coupled Instabilities of Metal Structures (CIMS’2000), ICP, London, 241–248.

[3]Landolfo, R., Piluso,V., Langseth, M., and Hopperstad, O.S.(1999).“EC9 provisions for flat internal elements: Comparison with experimental results.” Light-Weight Steel and Aluminium Structures, P. Mäkeläinen and P. Hassinen, eds., Elsevier, The Netherlands, 515–522.

[4]Langseth, M., and Hopperstad, O. S. (1997). “Local buckling of square thin-walled aluminum extrusions.” Thin-Walled Struct., 27(1), 117–126.

[5]Mazzolani, F. M. (1995). Aluminum alloy structures, 2nd Ed., E & FN Spon, London.

[6]Mazzolani, F. M., Faella, C., Piluso, V., and Rizzano, G. (1996). “Experimental analysis of aluminum alloy SHS-members subjected to local buckling under uniform compression.” Proc., 5th Int. Colloquium on Structural Stability, COPPE/Federal Univ. of Rio de Janeiro, Brazil, 475–488.

[7]Mazzolani, F. M., Piluso, V., and Rizzano, G. (1997). “Numerical simulation of aluminum stocky hollow members under uniform compression.” Proc., 5th Int. Colloquium on Stability and Ductility of Steel Structures (SDSS’97), Japan Society of Steel Construction, Nagoya Univ., Japan.

[8]Mazzolani, F. M., Piluso, V., and Rizzano, G. (2001). “Experimental analysis of aluminum alloy channels subjected to local buckling under uniform compression.” Proc., C.T.A., Italian Conf. on Steel Construction, ACS, Milano, Italy, 1–10.

[9]Mazzolani, F. M., Piluso, V., and Rizzano, G. (2011). “Local buckling of aluminum alloy angles under uniform compression.” J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000289, 173–184.

[10]Mennink, J. (2002). “Cross-sectional stability of aluminum extrusions: Prediction of the actual local buckling behavior.” Ph.D. thesis, Dept. of Structural Design, Eindhoven Univ. of Technology, Eindhoven, Netherlands.

[11]Su, M., Young, B. and Gardner, L. (2014) “Testing and design of aluminum alloy cross-sections in compression.” Journal of Structural Engineering, ASCE, 140(9): 04014047.

[12]Zhu, J. H., and Young, B. (2006b). “Aluminum alloy tubular columns— Part II: Parametric study and design using direct strength method.” Thin-Walled Struct., 44(9), 969–985.

Privacy Policy | Copyright © 2011-2024 Ivy Publisher. All Rights Reserved.

Contact: customer@ivypub.org