Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Kal Uheida"'
Publikováno v:
International Wood Products Journal. 13:3-14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9fce60e3f4d747504995c063e0785bc9
https://doi.org/10.1080/20426445.2021.1983690
https://doi.org/10.1080/20426445.2021.1983690
Autor:
Ahmed Mohamed, Yu Zheng, Yu Deng, Remi Caudoux, Christophe Sigrist, Martin Lehmann, Ali Bahadori-Jahromi, Kal Uheida, Shahiron Shahidan, Hexin Zhang
Publikováno v:
Wood Material Science & Engineering. 17:937-953
This paper presents a unique study to reveal the effect of the mounting system of the linear variable differential transformer (LVDT) on the mechanical property tests of timber materials. This effect has been overlooked in the past but proven to be s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::39e27739859e2e60b3aa5af1f9738674
https://doi.org/10.1080/17480272.2021.1978107
https://doi.org/10.1080/17480272.2021.1978107
Autor:
Ahmed Mohamed, Yu Deng, Hexin Zhang, Simon H. F. Wong, Kal Uheida, Y. X. Zhang, Mei-Chun Zhu, Martin Lehmann, Yanfang Quan
Publikováno v:
European Journal of Wood and Wood Products. 79:1209-1223
The shear modulus of timber and timber-based composite materials is a fundamental mechanical property, which is used in the design of timber and engineered wood products. The problem of experimentally determining appropriate values of shear modulus f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ec4b4328bcc9ed848867566bed91a37
https://doi.org/10.1007/s00107-021-01729-8
https://doi.org/10.1007/s00107-021-01729-8
Autor:
Kal Uheida, Xuanshen Qin, Ahmed Mohamed, Li Xie, Jiaxiang Gao, Shuge Huang, Simon H.F. Wong, Hexin Zhang, Jianwen Guo, Yu Deng, Guangxin Zhang, Laura Galuppi
This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated glass beams experimentally by introducing the Equivalent-Sectional Shear Modulus (ESSM), that is directly measured from the torque and sectional-rota
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7999e83ec3eac6135b6d7bd5420aa0aa
https://doi.org/10.21203/rs.3.rs-812467/v1
https://doi.org/10.21203/rs.3.rs-812467/v1
Autor:
Kal Uheida, Yu Deng, Ahmed Mohamed, Y. X. Zhang, Simon H.F. Wong, Hexin Zhang, Yanfang Quan, Mei-Chun Zhu, Martin Lehmann
The shear modulus of timber and timber-based composite materials is a fundamental mechanical property which is used in the design of timber and engineered wood products. The problem of experimentally determining appropriate values of shear modulus fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df2dbf6535b63b75e3c5a47529960ad5
https://doi.org/10.21203/rs.3.rs-622610/v1
https://doi.org/10.21203/rs.3.rs-622610/v1
Autor:
Kal Uheida, Shuge Huang, Laura Galuppi, Jiaxiang Gao, Simon H.F. Wong, Yu Deng, Hexin Zhang, Jianwen Guo, Xuanshen Qin, Ahmed Mohamed, Li Xie, Guangxin Zhang
Publikováno v:
Composite Structures. 276:114572
This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated glass beams experimentally by introducing the Equivalent-Sectional Shear Modulus (ESSM), that is directly measured from the torque and sectional-rota
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a7677808ce7f2ec6402b8a5a23de84d
https://doi.org/10.1016/j.compstruct.2021.114572
https://doi.org/10.1016/j.compstruct.2021.114572