Verification of selected calculation methods regarding shear strength in beams without web reinforcement
Abstrakt
The purpose of the article was to compare selected calculation methods regarding shear strength in reinforced concrete beams without web reinforcement. Several calculation methods were tested. This included codes: PN-EN 1992-1-1:2008, ACI 318-14 and fib Model Code for Concrete Structures 2010. The analysis also consists of authorial methods published in technical literature. Calculations of shear strengths were made based on experimental works found in literature. The shear strength ratios Vtest/Vcalc were chosen to be the yardstick of comparison, where Vtest is the experimental shear strength and Vcalc is the calculated shear strength.. A wide range of variables including shear span/depth ratio, compressive strength of concrete, longitudinal steel percentage helped to verify the applicability of calculation methods. Although most of authorial techniques proved to be unstable, they succeeded to show that codes' formulas for shear strength may still be improved. The presented article is a part of Authors' long term research in the matter and a new chapter of their study now concerning beams without web reinforcement.
Cytowania
-
0
CrossRef
-
0
Web of Science
-
0
Scopus
Autorzy (2)
Cytuj jako
Pełna treść
- Wersja publikacji
- Accepted albo Published Version
- Licencja
- otwiera się w nowej karcie
Słowa kluczowe
Informacje szczegółowe
- Kategoria:
- Publikacja w czasopiśmie
- Typ:
- artykuły w czasopismach
- Opublikowano w:
-
MATEC Web of Conferences
strony 1 - 7,
ISSN: 2261-236X - Język:
- angielski
- Rok wydania:
- 2018
- Opis bibliograficzny:
- Hirsz M., Nagrodzka-Godycka K.: Verification of selected calculation methods regarding shear strength in beams without web reinforcement// MATEC Web of Conferences -,iss. 219 (2018), s.1-7
- DOI:
- Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.1051/matecconf/201821903015
- Weryfikacja:
- Politechnika Gdańska
wyświetlono 168 razy