Share Your Research, Maximize Your Social Impacts
EXPERIMENTAL ANALYSIS ON PUNCHING SHEAR RESISTANCE IN REINFORCED CONCRETE FOOTINGS
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.10, No. 9)Publication Date: 2019-08-16
Authors : Rodrigo G. Hernández Ávila Fernando Jove Wilches Jhon J. Feria Díaz;
Page : 60-67
Keywords : Isolated footings; punching shear; slenderness ratio; granular soil; reinforced concrete.;
Source : Download
Find it from : Google Scholar
Abstract
The main objective of this research study was to analyze the behavior of isolated footings of reduced size, supported on granular material and subject to axial load, before failure by punching shear resistance. The experimental program included tests on 5 square reinforced concrete footings of 450 mm by side, reinforced with 6.3 mm bars. Experimental results were compared with theoretical ones, according to the ACI Code 318-14. The results showed a 2.25 average ratio between shear resistance predicted by the code and the experimental one. It was concluded that the code is extremely conservative for the parameters defining the tested footing
Other Latest Articles
- ESTIMATION OF A CORRELATION EQUATION BETWEEN CBR AND DCP FOR SILTY SOILS FROM THE MH GROUP IN SINCELEJO CITY, COLOMBIA
- COMPARISON OF VEHICLE LOAD SPECTRA GENERATED IN THE TWO DIRECTIONS ALONG A ROAD ON THE NORTH OF COLOMBIA
- MECHANICAL PROPERTIES OF RECYCLED COARSE AGGREGATE CONCRETE MADE FROM KNOWN PROPERTIES DEMOLITION WASTE
- STUDENTS’ CHARACTERISTICS AND PERSPECTIVES TOWARD IMPLEMENTATION DISTANCE LEARNING FRAMEWORK FOR CONSTRUCTION ENGINEERING EDUCATION IN EGYPT
- THE IMPACT OF SPILLOVER LABOR ON THE ECONOMIC GROWTH OF CENTRAL JAVA PROVINCE WITH SPATIAL ECONOMETRICS MODEL APPROACH
Last modified: 2020-01-16 21:03:56