Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Piscesa Bambang"'
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 32, Iss 1, Pp 744-52 (2023)
A novel low-cost polyurethane (PU) elastomeric material reinforced with mat-form fiberglass for alternative ship material was developed. The hand lay-up technique was used to prepare samples with glass fiber contents of 0, 7, 9, 11, and 15% by weight
Externí odkaz:
https://doaj.org/article/1747214b3e4141a3b2dcb776a31ec424
Autor:
Tuswan Tuswan, Zubaydi Achmad, Piscesa Bambang, Ismail Abdi, Ariesta Rizky Chandra, Prabowo Aditya Rio
Publikováno v:
Curved and Layered Structures, Vol 9, Iss 1, Pp 25-39 (2021)
As one of the most dangerous defects in the sandwich panel, debonding could significantly degrade load carrying capacity and affect dynamic behaviour. The present work dealt with debonding detection of the rectangular clamped hybrid sandwich plate by
Externí odkaz:
https://doaj.org/article/2410f55d9494408fa32887e67e382d7a
Publikováno v:
Open Engineering, Vol 10, Iss 1, Pp 744-752 (2020)
The sandwich plate can be used to replace the conventional steel stiffened plates on the ship’s hull structure. By using the sandwich plate, not only the stiffness of the plate can be increased but also the overall ship weight can be reduced, as we
Externí odkaz:
https://doaj.org/article/65d8e196ca7f4a42816c2f9d19d8084b
Publikováno v:
Open Engineering, Vol 10, Iss 1, Pp 424-433 (2020)
The dynamic behavior of a partially debonded Ferry Ro-Ro’s sandwich car deck is investigated by using commercial finite element software ABAQUS. Debonding in the car deck model is estimated by comparing the dynamic responses of the fully intact and
Externí odkaz:
https://doaj.org/article/57f064d4ba0d462093237749338147dc
Publikováno v:
E3S Web of Conferences, Vol 156, p 03002 (2020)
During an earthquake, Reinforced Concrete (RC) building structures should behave in a ductile manner to prevent the structures from collapse. Therefore, the column element should have sufficient ductility to sustain an axial load at the post-peak reg
Externí odkaz:
https://doaj.org/article/e2a60d92dd1f4e6fa6fff19b4f6f2ec1
Publikováno v:
E3S Web of Conferences, Vol 156, p 05009 (2020)
For a reinforced concrete column to behave in a ductile manner without much loss on strength requires sufficient confinement to the concrete core. One way to provide confinement to the concrete core is to use external confining devices such as a seri
Externí odkaz:
https://doaj.org/article/9bd81294f8f8455fa968dc5445febe66
Autor:
Dwi Puspitasari Nia, Piscesa Bambang, Mario M. Attard, Prasetya Dwi, Faimun Faimun, Aji Pujo, Suprobo Priyo
Publikováno v:
E3S Web of Conferences, Vol 156, p 05028 (2020)
The use of steel fiber in concrete material can improves both the strength and the ductility of concrete. The fibers can postpone or mitigate the concrete cover spalling under severe loading conditions such as during an earthquake. In this paper, the
Externí odkaz:
https://doaj.org/article/bd274b3ce498459384f284151461b770
Finite element analysis of the Circular Double Skin Tubular Concrete (DSTC) under concentric loading
Publikováno v:
MATEC Web of Conferences, Vol 276, p 01009 (2019)
This paper presents a numerical investigation on the behaviour of circular double-skin tubular concrete (DSTC) under concentric loading. The numerical analysis is carried out using a three-dimensional non-linear finite element package (3D-NLFEA). In
Externí odkaz:
https://doaj.org/article/bf01a6cefe5d4c97887ec7cd36c96eee
Publikováno v:
AIP Conference Proceedings; 2024, Vol. 3239 Issue 1, p1-8, 8p
Autor:
Irmawan, Mudji, Piscesa, Bambang, Komara, Indra, Setiamanah, Danny Triputra, Witantyo, Witantyo, Purnomo, Dwi Agus, Utomo, Djoko Prijo, Aspar, Wimpie Agoeng Noegroho
Publikováno v:
International Journal of GEOMATE; Jul2024, Vol. 27 Issue 119, p34-41, 8p