Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Kun Joon Lee"'
Publikováno v:
Composites Part B: Engineering. 153:264-276
This study assesses the flexural capacity of cement mortar beams that are randomly reinforced with discrete NiTi and NiTiNb shape-memory alloy (SMA) fibers. To achieve this goal, material tests were first performed to analyze the element components a
Publikováno v:
Composite Structures. 202:710-718
This study evaluated the crack-closing performance of NiTi and NiTiNb shape memory alloy (SMA) fibers in cement mortar beams. In addition, the effects of the geometry and number of SMA fibers were evaluated. For this purpose, material tests were perf
Publikováno v:
Engineering Structures. 171:421-432
This paper investigates the concrete breakout shear capacity of a single cast-in headed anchor embedded in steel fiber-reinforced concrete (SFRC). Experiments were carried out for anchors with a diameter of 30 mm, embedment depth of 240 mm, and edge
Publikováno v:
Journal of Constructional Steel Research. 122:354-366
In this study, the slenderness limits for flanges and webs were examined to rationally evaluate the flange local buckling (FLB) strength of longitudinally stiffened I-girders. It is known that the bending resistance of a plate girder greatly increase
Publikováno v:
Journal of Korean Society of Steel Construction. 28:43-52
Publikováno v:
The Journal of Korean Institute of Electromagnetic Engineering and Science. 26:790-797
Publikováno v:
Journal of Korean Institute of Intelligent Systems. 24:657-664
Autor:
Kun-Joon Lee, Seung-Joon Kim
Publikováno v:
Bulletin of the Korean Chemical Society. 34:3022-3026
The adsorption of carbon dioxide on graphene sheets was theoretically investigated using density functional theory (DFT) and MP2 calculations. Geometric parameters and adsorption energies were computed at various levels of theory. The chemisorption e
Publikováno v:
Journal of Korean Society of Steel Construction. 25:153-164
Publikováno v:
Journal of Korean Society of Steel Construction. 25:141-151
In this paper, lateral-torsional buckling(LTB) strength of HSB800 high strength steel plate girder with monosymmetric section under uniform moment was evaluated by nonlinear analysis. The unbraced length in inelastic LTB range was considered for the