Zobrazeno 1 - 10
of 61
pro vyhledávání: '"Cheng-Tzu Thomas Hsu"'
Publikováno v:
Engineering Structures. 77:65-83
In this research, the structural behavior of a new type of composite floor system is explored through finite element modeling. The new composite floor incorporates cold-formed (light-gauge) steel profiles as the joist on bottom, a corrugated steel de
Publikováno v:
Engineering Structures. 71:187-200
A new composite beam and floor system has been developed to achieve a higher strength and ductility, as well as to yield a more economical design purpose. This new composite beam system consists of three elements: reinforced concrete slab on corrugat
Publikováno v:
Engineering Structures. 69:271-284
Composite action in systems consisting of steel and concrete depends on an effective shear-transfer mechanism between the two materials. Such mechanism for smooth steel surfaces inside concrete will be limited to the bond–slip behavior at the steel
Autor:
Xiaobin Lu1 xl7@njit.edu, Cheng-Tzu Thomas Hsu2 hsuctt@hotmail.com
Publikováno v:
Journal of Materials in Civil Engineering. Mar2007, Vol. 19 Issue 3, p261-268. 8p. 3 Black and White Photographs, 5 Charts, 20 Graphs.
Publikováno v:
Journal of Materials in Civil Engineering. May/Jun2001, Vol. 13 Issue 3, p185. 9p. 1 Diagram, 5 Charts, 7 Graphs.
Publikováno v:
Journal of Composites for Construction. Sep/Oct2004, Vol. 8 Issue 5, p403-414. 12p. 6 Diagrams, 7 Charts, 5 Graphs.
Publikováno v:
Engineering Structures. 46:311-321
The present study involves experimental and analytical investigations on carbon fiber reinforced polymer (CFRP) confined reinforced concrete (RC) slender columns subjected to combined axial load and biaxial bending. A total of five RC slender column
Autor:
Cheng-Tzu Thomas Hsu, Xiaobin Lu
Publikováno v:
Journal of Materials in Civil Engineering. 19:261-268
Three types of stress-strain relations of high-strength concrete under triaxial compression, axial stress–axial and lateral strain, octahedral normal stress–volume change, and octahedral shear stress-strain curves, are studied in this paper. The
Autor:
Xiaobin Lu, Cheng-Tzu Thomas Hsu
Publikováno v:
Cement and Concrete Research. 36:1679-1685
Based on an extensive experimental program, this paper studies the behavior of high strength concrete and steel fiber reinforced high strength concrete under uniaxial and triaxial compression. Triaxial stress–strain relations and failure criteria a
Autor:
Cheng-Tzu Thomas Hsu, Zhichao Zhang
Publikováno v:
Journal of Composites for Construction. 9:158-169
Shear failure is catastrophic and occurs usually without advance warning; thus it is desirable that the beam fails in flexure rather than in shear. Many existing reinforced concrete (RC) members are found to be deficient in shear strength and need to