Zobrazeno 1 - 10
of 18
pro vyhledávání: '"RAJIB, Kumar Biswas"'
Publikováno v:
Construction Materials, Vol 4, Iss 2, Pp 468-492 (2024)
Ultra-high-performance concrete (UHPC) is considered to be a promising material for the strengthening of damaged reinforced concrete (RC) members due to its high mechanical strength and low permeability. However, its high material cost, limited code
Externí odkaz:
https://doaj.org/article/56c24e1cfb2947d3836abd46943349d0
Autor:
Rajib Kumar Biswas, Mitsuyasu Iwanami, Nobuhiro Chijiwa, Takahiro Saito, Christian Malaga-Chuquitaype
Publikováno v:
Developments in the Built Environment, Vol 12, Iss , Pp 100083- (2022)
Safety of the existing corrosion damaged reinforced concrete (RC) bridges during a seismic event is a matter of increasing concern. To reduce the enormous economic loss and casualties, it is important to examine the potential seismic risk of corroded
Externí odkaz:
https://doaj.org/article/9b7532ee689047dbbb1646d02c79623f
Autor:
Rajib Kumar Biswas, Farabi Bin Ahmed, Md. Ehsanul Haque, Afra Anam Provasha, Zahid Hasan, Faria Hayat, Debasish Sen
Publikováno v:
Applied Mechanics, Vol 2, Iss 3, Pp 501-515 (2021)
Steel fibers and their aspect ratios are important parameters that have significant influence on the mechanical properties of ultrahigh-performance fiber-reinforced concrete (UHPFRC). Steel fiber dosage also significantly contributes to the initial m
Externí odkaz:
https://doaj.org/article/b0b26fd4ad38472b9a38249ddce4c956
Autor:
RAJIB, Kumar Biswas, Rajib, Kumar Biswas, Iwanami, Mitsuyasu, Chijiwa, Nobuhiro, Saito, Takahiro
Publikováno v:
Archives of Civil and Mechanical Engineering. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::25d1b7f76b85ae8f4f44f08e0c227037
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100892222
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100892222
Autor:
Md. Ehsanul Haque, Zahid Hasan, Rajib Kumar Biswas, Farabi Bin Ahmed, Faria Hayat, Afra Anam Provasha, Debasish Sen
Publikováno v:
Applied Mechanics, Vol 2, Iss 28, Pp 501-515 (2021)
Steel fibers and their aspect ratios are important parameters that have significant influence on the mechanical properties of ultrahigh-performance fiber-reinforced concrete (UHPFRC). Steel fiber dosage also significantly contributes to the initial m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3a0a015d3b7a52e5ffcfa1a466938a08
https://www.mdpi.com/2673-3161/2/3/28
https://www.mdpi.com/2673-3161/2/3/28
Autor:
RAJIB, Kumar Biswas, Rajib, Kumar Biswas, Iwanami, Mitsuyasu, Chijiwa, Nobuhiro, Nakayama, Kazuhide
Publikováno v:
Construction and Building Materials.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::3725bcd54679510a80cb043d2a6ad0cd
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100882918
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100882918
Autor:
Rajib Kumar Biswas, Sadia Mannan Mitu, Farabi Bin Ahmed, Khan Abid Ahsan, Saif Ahmed, Sabrina Mostarin Mim
Publikováno v:
Materials Today: Proceedings. 45:5277-5284
For the development of construction technology, pervious concrete is vastly using in road infrastructure. Pervious concrete has a strong drainage ability that can recharge groundwater, made by the coarse aggregate, water, and cement with little fine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a649a9413fc177a459fa7152c534551
https://doi.org/10.1016/j.matpr.2021.01.832
https://doi.org/10.1016/j.matpr.2021.01.832
Numerical evaluation on the effect of steel bar corrosion on the cyclic behaviour of RC bridge piers
Publikováno v:
Materials Today: Proceedings. 44:2393-2398
Reinforced concrete (RC) bridges exposed to marine environments significantly suffer from steel bar corrosion. Steel bar corrosion is responsible for strength deterioration of steel and concrete material, damage in steel-concrete bond, spalling of co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4bfdb37f033e64f004f7356fade850c
https://doi.org/10.1016/j.matpr.2020.12.453
https://doi.org/10.1016/j.matpr.2020.12.453
Publikováno v:
Materials Today: Proceedings. 44:871-877
Compressive and tensile strength are important parameters to know the quality of concrete. This study represents a method predicting the split tensile strength through the compressive strength (0 up to 65 MPa) of cube and cylinder specimens of concre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6872e458601a5fafd7b4799d5ff2490d
https://doi.org/10.1016/j.matpr.2020.10.790
https://doi.org/10.1016/j.matpr.2020.10.790
