BEHAVIOR AND MODELING OF CONCRETE SUBJECT TO VARIABLE CONFINING PRESSURE

By K. Harries, Gayatri Kharel. 2002

166 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/9615021fc38635f705263b5a8aaaf2732cf67ddc

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Togay Ozbakkaloglu
2. J. Lim
3. T. Vincent
4. J. Ho
5. Jin-Guang Teng
6. T. Jiang
7. Jian-Guo Dai
8. Albert K. H. Kwan

In Civil and Structural Engineering

1. Togay Ozbakkaloglu
2. J. Lim
3. T. Vincent
4. J. Ho
5. Jin-Guang Teng
6. T. Jiang
7. Jian-Guo Dai
8. Albert K. H. Kwan

Citations in the corpus

• A constitutive model for predicting the lateral strain of confined concrete (2015, background): “strain and confining stress in externally confined concrete columns under the condition that the confining stress to lateral strain ratio is constant, but these are applicable only when the confining materials would remain linearly elastic during loading, such as fibre-reinforced polymers [11,31,33,”
• Analysis-oriented stress–strain models for FRP–confined concrete (2007, methodology): “…those models with an active-confinement base model, the models of Spoelstra and Monti (1999), Fam and Rizkalla (2001), Chun and Park (2002), and Harries and Kharel (2002) have been briefly summarized and assessed through comparisons with test stress-strain curves of FRP-confined concrete with…”
• ULTIMATE CONDITION OF FIBER REINFORCED POLYMER-CONFINED CONCRETE (2004, background): “Indeed, a number of papers have reported FRP tensile strengths that are substantially lower than those specified by the manufacturers (Watanable et al. 1997; Matthys et al. 1999; Shahawy et al. 2000; Harries and Kharel 2002), although the cause for such low values has generally not been discussed in”
• Lateral Strain-to-Axial Strain Relationship of Confined Concrete (2015, methodology): “In several of the existing studies, attempts have been made to quantify the lateral strain-to-axial strain relationship of FRP-confined concrete as a function of confinement stiffness of FRP shell (Mirmiran and Shahawy 1997; Xiao and Wu 2000; Harries and Kharel 2002; Moran and Pantelides 2002; Xiao ”
• BEHAVIOR AND MODELING OF FIBER REINFORCED POLYMER-CONFINED CONCRETE (2004, methodology): “A number of studies have been concerned with the dilation properties of FRP-confined concrete (Mirmiran and Shahawy 1997a, b; Samaan et al. 1998; Xiao and Wu 2000; Harries and Kharel 2002).”
• FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, methodology): “For the models that modified the original version of Popovics’ [34] stress–strain curve [72,73], the modified parts of the model expressions are presented in Table 2.”
• Behavior and Modeling of Concrete Confined with FRP Composites of Large Deformability (2011, methodology): “2009) and analysis-oriented models which predict the stress-strain behavior via an incremental process (Mirmiran and Shahawy 1997; Spoestra and Monti 1999; Fam and Rizkalla 2001; Chun and Park 2002; Harries and Kharel 2002; Marques et al. 2004; Binici 2005; Teng et al. 2007; Jiang and Teng 2007; Lee”