Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Kusumaningrum, Patria"'
Publikováno v:
In Results in Control and Optimization September 2024 16
Publikováno v:
E3S Web of Conferences, Vol 331, p 05012 (2021)
A finite element study carried out using LS DYNA and aimed to simulate the monotonic pull-out test of deformed steel rebar embedded in concrete is presented in this paper. Three models of the interface between deformed steel rebar and well-confined c
Externí odkaz:
https://doaj.org/article/168b491b2fdc4a48811dcaba7afa89f1
Publikováno v:
IOP Conference Series: Earth & Environmental Science; Sep2023, Vol. 1245 Issue 1, p1-11, 11p
Publikováno v:
IOP Conference Series: Earth & Environmental Science; Sep2023, Vol. 1245 Issue 1, p1-9, 9p
Publikováno v:
E3S Web of Conferences, Vol 156, p 05027 (2020)
An extended finite element method (XFEM) for fracture problem within the finite element software ABAQUS is adopted in order to investigate the mechanical properties and fracture behaviour of RPC material. The RPC materials observed are plain RPC of 0
Externí odkaz:
https://doaj.org/article/7e5d26060e2249e2a2dc99a13e765e43
Publikováno v:
Journal of Engineering & Technological Sciences. 2021, Vol. 53 Issue 1, p85-98. 14p.
Publikováno v:
MATEC Web of Conferences, Vol 270, p 00001 (2019)
Externí odkaz:
https://doaj.org/article/475b55370b6d464a91a1c4c49cc78a91
Autor:
Tudjono Sri, Kusumaningrum Patria
Publikováno v:
MATEC Web of Conferences, Vol 159, p 01005 (2018)
The response of multi-degree-of-freedom (MDOF) structure can be correlated to the response of an equivalent single-degree-of-freedom (SDOF) system, implying that the response is controlled by a single, unchanged mode shape. This equivalent SDOF metho
Externí odkaz:
https://doaj.org/article/8db4884d151b40228832e7544f46d417
Autor:
Hwang, S.-J., Comfort, L., Segara, I.W., Hakam, A., Kusumaningrum, Patria, Budiono, Bambang, Fajar, Muhammad, Elitha
Publikováno v:
E3S Web of Conferences; 3/13/2020, Vol. 156, p1-6, 6p