참고문헌
- LUSAS Finite Element Analysis Solver User Manual. FEA Ltd. Version 15.1, 2015
- LUSAS Finite Element Analysis System Theory Manual. FEA Ltd. Version 15.1, 2015
- LUSAS Finite Element Modeller User Manual. FEA Ltd. Version 15.1, 2015
- EN1992-1-1:2004, Section 7.3.4 Calculation of crack widths
- CEB-FIP Model Code 1990, section 7.4.3 Verification of crack width
- CP65:Part2:1996(1999),Section3.8.3Assessmentofcrackwi dths
- A.D.Jefferson (2003), "Craft-a plastic-damage-contact model for concrete. I. Model theory and thermodynamic considerations", International Journal of Solids and structures 2003;40(22):5973-5999
- A.D.Jefferson (2003), "Craft-a plastic-damage-contact model for concrete. II. Model implementation with implicit return-mapping algorithm and consistent tangent matrix", International Journal of Solids and structures, 40(22), 6001-6022. https://doi.org/10.1016/S0020-7683(03)00391-3
- Bazant, Z. and Lin, F. (1988), "Nonlocal Smeared Cracking Model for Concrete Fracture", Journal of Structural Engineering, 114(11), 2493-2510. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:11(2493)
- Petersson P. (1981), "Crack growth and development of failure zones in plain concrete and similar materials". Lund Institute of Technology, Sweden
- Brokenshire D.R. (1996), "A study of torsion fracture tests", PhD Thesis, Cardiff University, U.K
- Bresler B. and Scordelis A.C., (1963), "Shear strength of reinforced concrete beams", Journal of the American Concrete Institute, January, 51-72
- Kaufman, M. K., Ramirez, J.A.(1988), "Re-evaluation of the Ultimate Shear Behavior of High-Strength Concrete Prestressed I-Beams", ACI Structural Journal, 85(3), 295-303