Zobrazeno 1 - 10
of 49
pro vyhledávání: '"RENDY THAMRIN"'
Publikováno v:
Results in Engineering, Vol 17, Iss , Pp 100953- (2023)
This paper presents the report of two groups of experimental works to study the shear capacity and strain distribution of reinforced concrete beams strengthened on beam sides with the near-surface mounted (NSM) method. One group was strengthened with
Externí odkaz:
https://doaj.org/article/9fb131dfa2ab4766b2ace2955247ccd9
Publikováno v:
Siklus: Jurnal Teknik Sipil, Vol 7, Iss 2, Pp 93-105 (2021)
Kolom yang merupakan elemen struktur terpenting dalam bangunan gedung memiliki banyak kemungkinan variasi penampang yang digunakan, dimana kekakukan kolom dan struktur bangunan secara keseluruhan dipengaruhi oleh bentuk penampang kolom tersebut. Pada
Externí odkaz:
https://doaj.org/article/33e29e7b20c5410b804a2e804176667c
Autor:
RENDY THAMRIN
Publikováno v:
Journal of Engineering Science and Technology, Vol 13, Iss 11, Pp 3781-3794 (2018)
The test result of an experimental study on the flexural strength of reinforced concrete beams strengthened with steel plates is presented. The beams were simply supported and loaded monotonically with two point loads. The test variables used in this
Externí odkaz:
https://doaj.org/article/2b090def5e8f48fda6ec992ea91fd8ce
Publikováno v:
Polymers, Vol 14, Iss 5, p 1017 (2022)
An experimental study was conducted to evaluate the ductility of reinforced concrete beams longitudinally reinforced with hybrid Fiber Reinforced Polymer (FRP)–steel bars. The specimens were fourteen reinforced concrete beams with and without hybri
Externí odkaz:
https://doaj.org/article/a00d1d79c9794f36a92c2e922c3bf880
Publikováno v:
Polymers, Vol 13, Iss 16, p 2738 (2021)
In this study, experimental work was carried out on reinforced concrete (RC) beams strengthened with carbon fiber reinforced polymers (CFRP) plates. This study aims to examine the effect of the reinforcement ratio on the flexural behavior of these be
Externí odkaz:
https://doaj.org/article/3a7acb1df1bb4531a786c29d0da23cde
Autor:
RENDY THAMRIN
Publikováno v:
Journal of Engineering Science and Technology, Vol 11, Iss 6, Pp 768-787 (2016)
This paper presents a study on the effect of end anchorage length and stirrup ratio on bond and shear capacity of concrete beams reinforced with Carbon Fiber Reinforced Polymer (CFRP) bars. This study was carried out using test data on nine simply su
Externí odkaz:
https://doaj.org/article/b3599548d02f40c0af2a8f71ac164933
Publikováno v:
Journal of Engineering Science and Technology, Vol 11, Iss 4, Pp 548-562 (2016)
This paper presents the test results of experimental study on shear strength of reinforced concrete beams without stirrups. The test variables in this study were type of beam cross section and ratio of longitudinal reinforcement. Six simple supported
Externí odkaz:
https://doaj.org/article/7cbebf6bcf3f41e390702759fdd2fc91
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031325182
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd9b5fcc23b64cb37a2726a5040127fe
https://doi.org/10.1007/978-3-031-32519-9_123
https://doi.org/10.1007/978-3-031-32519-9_123
Publikováno v:
Siklus : Jurnal Teknik Sipil. 7:93-105
Kolom yang merupakan elemen struktur terpenting dalam bangunan gedung memiliki banyak kemungkinan variasi penampang yang digunakan, dimana kekakukan kolom dan struktur bangunan secara keseluruhan dipengaruhi oleh bentuk penampang kolom tersebut. Pada
An experimental study was carried out to evaluate the ductility of reinforced concrete beams longitudinally reinforced with hybrid FRP-Steel bars. The specimens were fourteen reinforced concrete beams with and without hybrid reinforcement. The test v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bccea9010002f73969fa0969c37b16cb