Verification of Selected Calculation Methods Regarding Shear Strength in Reinforced and Prestressed Concrete Beams - Publikacja - MOST Wiedzy

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Verification of Selected Calculation Methods Regarding Shear Strength in Reinforced and Prestressed Concrete Beams

Abstrakt

The purpose of this article was an attempt to compare selected calculation methods regarding shear strength in reinforced and prestressed concrete beams. Several calculation methods were tested. This included codes: PN-EN 1992-1-1:2008 [1], ACI 318- 14 [2] and fib Model Code for Concrete Structures 2010 [3]. The analysis also consists of 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 calculating shear strength could still be improved.

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Creative Commons: CC-BY-NC-ND otwiera się w nowej karcie

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Kategoria:
Aktywność konferencyjna
Typ:
materiały konferencyjne indeksowane w Web of Science
Tytuł wydania:
International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures AMCM’2017 strony 136 - 143
Język:
angielski
Rok wydania:
2017
Opis bibliograficzny:
Nagrodzka-Godycka K., Hirsz M..: Verification of Selected Calculation Methods Regarding Shear Strength in Reinforced and Prestressed Concrete Beams, W: International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures AMCM’2017, 2017, ,.
DOI:
Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.1016/j.proeng.2017.06.196
Weryfikacja:
Politechnika Gdańska

wyświetlono 124 razy

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