Journal ArticleDOI
The modified compression-field theory for reinforced concrete elements subjected to shear
Frank J. Vecchio,Michael P. Collins +1 more
- Vol. 83, Iss: 2, pp 219-231
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The article was published on 1986-03-01. It has received 2577 citations till now. The article focuses on the topics: Modified Compression Field Theory & Shear (geology).read more
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Experimental Study on Shear Capacity of High Strength Reinforcement Concrete Deep Beams with Small Shear Span–Depth Ratio
TL;DR: This study aimed to investigate the shear capacity performance for eight deep beams with HTRB600 reinforced high strength concrete under concentrated load to enable a better understanding of the effects of shear span–depth ratio, longitudinal reinforcement ratio, vertical stirrup ratio and in order to improve design procedures.
Journal ArticleDOI
On the Reliability of Serviceability Calculations for Flexural Cracked Reinforced Concrete Beams
TL;DR: In this paper, an existing average moment of inertia model and Monte Carlo simulation (MCS) are adopted to take into account the effect of historical cracking damage on the reliability of serviceability calculations for reinforced concrete (RC) members.
Journal ArticleDOI
Assessment of the effectiveness of steel fibre reinforcement for the punching resistance of flat slabs by experimental research and design approach
TL;DR: In this paper, an analytical model was developed based on the most recent concepts proposed by the fib Mode Code 2010 for predicting the punching resistance of flat slabs and for the characterization of the behaviour of fibre reinforced concrete.
Journal ArticleDOI
Design of steel fiber reinforced concrete beams for shear using inverse analysis for determination of residual tensile strength
TL;DR: In this paper, a rational model is outlined for determining one-way shear strength of steel fiber reinforced concrete (SFRC) beams and slabs, with due consideration given to the interrelationship between the concrete and steel-fiber components to the shear resistance.
Journal ArticleDOI
Experimental Assessment and Numerical Modelling of Conforming and Non-Conforming RC Frames with and without Infills
TL;DR: This work discusses the seismic behaviour of infilled frames for existing buildings, generally characterised by shear failures, as well as new ideas on how to model these failures in more detail.