Zobrazeno 1 - 10
of 71
pro vyhledávání: '"Amorn Pimanmas"'
Publikováno v:
Cleaner Materials, Vol 10, Iss , Pp 100211- (2023)
This study develops and presents an Artificial Neural Network (ANN) model employing the Levenberg-Marquardt Backpropagation (LMBP) training algorithm to predict the compressive strength of both normal and high strength concrete. The model's robustnes
Externí odkaz:
https://doaj.org/article/9d1dbba84d3f4e0c8d480aa3e5751843
Publikováno v:
Results in Engineering, Vol 18, Iss , Pp 101116- (2023)
This research paper presents a study on the use of sisal fibre reinforced polymer (SFRP) composite as a sustainable alternative to artificial fibre reinforced polymers (FRPs) for strengthening reinforced concrete (RC) beams. Three anchorage systems,
Externí odkaz:
https://doaj.org/article/f76233d75709484ba872a75abe7aedc8
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e01018- (2022)
This paper presents an easy and effective technique for shear strengthening of reinforced concrete (RC) deep beams using the glass chopped strand mat (GCSM) composite. Based on the previous research, the RC deep beams may fail because of the de-bondi
Externí odkaz:
https://doaj.org/article/769560858fad4e0d84e1248c2e95d8c9
Autor:
Seyha Yinh, Qudeer Hussain, Panuwat Joyklad, Preeda Chaimahawan, Winyu Rattanapitikon, Suchart Limkatanyu, Amorn Pimanmas
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00653- (2021)
To date a large number of studies have been carried out on the use of different materials such as concrete, steel, fiber reinforced polymer (FRP) composites, to enhance the strength and ductility of the reinforced concrete (RC) members. Among these m
Externí odkaz:
https://doaj.org/article/24fe16c83f4b48c6a6e862d7ba26ae63
Publikováno v:
ASEAN Journal on Science and Technology for Development, Vol 24, Iss 4, Pp 369-386 (2017)
This paper presents a nonlinear finite element analysis of non-seismically detailed RC beam column connections under reversed cyclic load. The test of half-scale nonductile reinforced concrete beam-column joints was conducted. The tested specimens re
Externí odkaz:
https://doaj.org/article/01dcb046bac74523aa62ac6bdb950e6d
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 30, Iss 3, Pp 323-332 (2008)
This paper presents a test of non-seismically detailed reinforced concrete beam-column connections under reversedcyclic load. The tested specimens represented those of the actual mid-rise reinforced concrete frame buildings, designedaccording to the
Externí odkaz:
https://doaj.org/article/16138d56f7b24fa49bb01ec5f51d2e25
Autor:
Amorn Pimanmas
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 29, Iss 4, Pp 1039-1048 (2007)
The effect of pre-cracking on the behavior and failure mode of reinforced concrete beams damaged by pre-cracking is experimentally studied in this paper. The control beam was designed to fail in ductile flexural yielding under four-point bending and
Externí odkaz:
https://doaj.org/article/3fa0523740b74048b2e4daf9ea10e5e3
Autor:
Amorn Pimanmas
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 29, Iss 1, Pp 205-216 (2007)
This paper addresses the effect of long-term creep and prestressing on moment redistribution for large prestressed concrete segmental bridge constructed by the balanced cantilever method. The PathumThani bridge across the Chao Praya River is investig
Externí odkaz:
https://doaj.org/article/dea2093d579b4119ab1977c92bc283e5
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 26, Iss 4, Pp 497-507 (2004)
This paper presents a non-linear finite element analysis of reinforced concrete beam strengthened with externally bonded FRP plates. The finite element modeling of FRP-strengthened beams is demonstrated. Concrete and reinforcing bars are modeled toge
Externí odkaz:
https://doaj.org/article/8f9f12af752a42ce85ccbcc66f785422
Autor:
Qudeer Hussain, Amorn Pimanmas
Publikováno v:
Latin American Journal of Solids and Structures, Vol 12, Iss 7, Pp 1266-1295
AbstractThis paper presents the finite element analysis conducted on SFRP strengthened reinforced concrete (RC) deep beams. The analysis variables included SFRP material (glass and carbon), SFRP thickness (3 mm and 5 mm), SFRP configuration and stren
Externí odkaz:
https://doaj.org/article/f1ebbd4d7dfa40d5af1f7fa493c0293d