Author: Wang Chenwei
Publisher: Edp Sciences
E-ISSN: 2267-1242|38|issue|02001-02001
ISSN: 2267-1242
Source: E3S Web of conferences, Vol.38, Iss.issue, 2018-06, pp. : 02001-02001
Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.
Abstract
This paper presents and discusses the experimental study on the mechanical properties of LBL column both under axial and eccentric compression. The results shows that the ultimate load for the eccentric compression specimens with the eccentricity values of 30 mm and 110 mm are 95.2 kN and 31.8 kN respectively. Eccentricity is one of the main influencing factors for the ultimate bearing capacity of the LBL columns. Because of the vulnerability of the mechanical connections or natural nodes to tensile stress and secondly, laminated bamboo is vulnerable to defects that has more detrimental influence on the tensile resistance of the material. The variation in strain for the laminated bamboo lumber column sections is linear throughout the loading process, following standard normal section bending theory which is similar as that for the beam.
Related content
By Nordin Kamarulzaman Jamaludin Mohd Ariff Ahmad Mansur Samsi Hashim W Salleh Abdul Hamid Jalaludin Zaihan
Management of Environmental Quality: An International Journal, Vol. 15, Iss. 5, 2004-05 ,pp. :
Experimental Study of Beam-Column Joints Reinforced Concrete with Fiber Concrete and Fly-Ash
MATEC Web of conference, Vol. 103, Iss. issue, 2017-04 ,pp. :
Modelling laminated steel panels and comparison with experimental results
By Yamamoto Toyoki Kuriyama Yukihisa Hamdi Mohamed-Ali Omrani Abderazzak Atalla Noureddine Rachik Mohamed Anciant Marc Mebarek Lassen
INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Vol. 2009, Iss. 3, 2009-08 ,pp. :