Kim Namho
Research Interests
Kim Namho has a total of 5 co-authors. Here are the top co-authors by number of shared publications:
- Hyung Suk Lee
Florida Department of Transportation, 5007 NE 39th Ave., Gainesville, FL 32609, USA
1 shared publication - Jaeseung Kim
Lead Research Engineer, National Center for Asphalt Technology, 277 Technology Parkway, Auburn, AL 36830
1 shared publication Lee Hwal Ung
1 shared publication- Sungchul Yang
School of Architectural Engineering, Hongik University, Sejong 30016, Republic of Korea
1 shared publication 정회원·홍익대학교건축공학부교수
1 shared publication
Latest Publications
- 23 February 2015
- Published by Korean Society of Road Engineers in International Journal of Highway Engineering
- Vol. 17 (1) , 7-16
Measurement for Coefficient of Thermal Expansion of Concretes Made with Recycled Concrete Aggregates
- 23 February 2015
- Published by Korean Society of Road Engineers in International Journal of Highway Engineering
- Vol. 17 (1) , 7-16
Measurement for Coefficient of Thermal Expansion of Concretes Made with Recycled Concrete Aggregates
- 1 September 2010
- Published by American Society of Civil Engineers (ASCE) in Journal of Engineering Mechanics
- Vol. 136 (9) , 1067-1075
Determination of Shear and Bulk Moduli of Viscoelastic Solids from the Indirect Tension Creep Test
Because of its efficiency in analyzing complex viscoelastic problems, the finite-element (FE) analysis has been widely used to identify the time- and rate-dependent effects of viscoelastic materials on various structural conditions. When performing the FE analysis on a viscoelastic structure, most FE programs require fundamental material properties, shear and bulk moduli, of the given viscoelastic material as their input. However, the shear and bulk modulus tests are difficult to perform, so they have been commonly estimated from a single material test on the basis of the assumption that the Poisson’s ratio of viscoelastic materials is a time-independent constant. Such an assumption, however, might not be suitable because the Poisson’s ratio of the viscoelastic materials is also a function of time. Therefore, this study developed computation algorithms for determining the time-dependent Poisson’s ratio and shear and bulk moduli of asphalt mixtures, which have been well recognized as a viscoelastic materia...
- 1 September 2010
- Published by American Society of Civil Engineers (ASCE) in Journal of Engineering Mechanics
- Vol. 136 (9) , 1067-1075
Determination of Shear and Bulk Moduli of Viscoelastic Solids from the Indirect Tension Creep Test
Because of its efficiency in analyzing complex viscoelastic problems, the finite-element (FE) analysis has been widely used to identify the time- and rate-dependent effects of viscoelastic materials on various structural conditions. When performing the FE analysis on a viscoelastic structure, most FE programs require fundamental material properties, shear and bulk moduli, of the given viscoelastic material as their input. However, the shear and bulk modulus tests are difficult to perform, so they have been commonly estimated from a single material test on the basis of the assumption that the Poisson’s ratio of viscoelastic materials is a time-independent constant. Such an assumption, however, might not be suitable because the Poisson’s ratio of the viscoelastic materials is also a function of time. Therefore, this study developed computation algorithms for determining the time-dependent Poisson’s ratio and shear and bulk moduli of asphalt mixtures, which have been well recognized as a viscoelastic materia...