Zobrazeno 1 - 10
of 116
pro vyhledávání: '"Akanshu Sharma"'
Publikováno v:
Developments in the Built Environment, Vol 20, Iss , Pp 100536- (2024)
This study is part of a comprehensive research effort focused on examining the impact of various parameters on the post-fire bond behaviour of RC flexural members. Precisely, the impact of the rebar diameter is thoroughly discussed. Beam-end specimen
Externí odkaz:
https://doaj.org/article/dff584dd60d54400a9c0b0c4f4a76a03
Publikováno v:
European Journal of Materials Science and Engineering, Vol 8, Iss 3, Pp 156-182 (2023)
The paper proposes a new equation for the prediction of punching shear strength of reinforced concrete flat slabs. The basis of the new predictive equation is a detailed numerical parametric study conducted using the nonlinear 3D finite element analy
Externí odkaz:
https://doaj.org/article/e04211fbd6c7425d9cb989dc799b2a69
Design Recommendations for Concrete Pryout Capacity of Headed Steel Studs and Post-Installed Anchors
Publikováno v:
CivilEng, Vol 4, Iss 3, Pp 782-807 (2023)
Current formulas to assess the shear capacity of headed steel stud anchors and post-installed (PI) anchors in case of pryout failure (sometimes known as pull-rear failure) have been derived either based on the indirect-tension resistance model or are
Externí odkaz:
https://doaj.org/article/15c86f0b0e5c4f9ca4dab9100821c5d9
Autor:
Boglárka Bokor, Akanshu Sharma
Publikováno v:
CivilEng, Vol 2, Iss 3, Pp 692-711 (2021)
Anchorages of non-rectangular configuration, though not covered by current design codes, are often used in practice due to functional or architectural needs. Frequently, such anchor groups are placed close to a concrete edge and are subjected to shea
Externí odkaz:
https://doaj.org/article/cdae17b3903f4eaeb1ea8cb7a2f8c317
Autor:
Vinay Mahadik, Akanshu Sharma
Publikováno v:
CivilEng, Vol 2, Iss 2, Pp 349-369 (2021)
Beam-column-joints (BCJ) in reinforced concrete (RC) frames are known to be critical against seismic actions. Hence, several researchers have conducted related investigations. The loading history used in the experimental investigations must be a suff
Externí odkaz:
https://doaj.org/article/68a83db0f8c64e74a2e0df7dd1790a7f
Autor:
Erik Johannes Stehle, Akanshu Sharma
Publikováno v:
CivilEng, Vol 2, Iss 2, Pp 406-420 (2021)
During earthquakes, buildings are subjected to loads well beyond their usual demands, resulting in high stresses in the structural components and additional inertial forces coming from the non-structural elements. When post-installed anchors are used
Externí odkaz:
https://doaj.org/article/e5c4bf843bc84f368e2946526101e3f5
Publikováno v:
Fibers, Vol 10, Iss 3, p 26 (2022)
This study investigates the effectiveness of hybrid fibers (steel and macro-synthetic) on the shear behavior of prestressed concrete beams. The hybrid fiber combination was selected to avoid workability issues at high volume dosages and ensure effect
Externí odkaz:
https://doaj.org/article/db57cde34010480e8cc1db3e935fd1db
Publikováno v:
Fibers, Vol 9, Iss 11, p 73 (2021)
This study investigates the possibility of replacing the minimum web reinforcement in deep beams with discrete fibers. Additionally, the equivalent dosage of fibers required to obtain similar performance of the deep beam with minimum web reinforcemen
Externí odkaz:
https://doaj.org/article/18874caa9ec14654aa9cc59b5ba750b4
Publikováno v:
RILEM Technical Letters, Vol 4 (2019)
Reinforced concrete (RC) structures may be subjected to accidental fire loads during their service life. In such a case, it is essential to have appropriate methods for the estimation of post-fire performance. One of the vital aspects for the perform
Externí odkaz:
https://doaj.org/article/2fcc03ab570a438e8a91158d01b92209
Publikováno v:
Fibers, Vol 8, Iss 6, p 40 (2020)
Use of organic resins such as epoxy and vinyl esters as bonding materials in fibre reinforced polymer (FRP) strengthening of concrete members is widely accepted. However, the performance of organic resins is compromised when exposed to high temperatu
Externí odkaz:
https://doaj.org/article/c4286e6a51724a12a9109f8a866bff56