A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear Strength of Non-Shear Reinforced Concrete Elements. Part 1: Statically Indeterminate Beams
This concerns with the shear strength of statically indeterminate reforced concrete beams without shear reinforcement. Solutions for a number of beams with different load and support conditions have been derived by means of the crack sliding theory developed by Jin-Ping Zhang. This theory is based upon the hypothesis that cracks can be transformed into yield lines, which have lower sliding resistance than yield lines formed in uncracked concrete. Proposals have been made on how the derived standard solutions may be applied to more complicated cases, such as continuous beams, beams with combined loading, prestressed beams and beams with different reinforcement area at top and bottom.
Shear Strength of Non-Shear Reinforced Concrete Elements. Part 1: Statically Indeterminate Beams
This concerns with the shear strength of statically indeterminate reforced concrete beams without shear reinforcement. Solutions for a number of beams with different load and support conditions have been derived by means of the crack sliding theory developed by Jin-Ping Zhang. This theory is based upon the hypothesis that cracks can be transformed into yield lines, which have lower sliding resistance than yield lines formed in uncracked concrete. Proposals have been made on how the derived standard solutions may be applied to more complicated cases, such as continuous beams, beams with combined loading, prestressed beams and beams with different reinforcement area at top and bottom.
Shear Strength of Non-Shear Reinforced Concrete Elements. Part 1: Statically Indeterminate Beams
L. C. Hoang (author)
1997
94 pages
Report
No indication
English
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