Results 141 to 150 of about 3,636 (176)
An experimental and a non linear finite element investigation on the behavior of steel-concrete composite beams stiffened in hogging moment region with Carbon Fiber Reinforced Plastics (CFRP) sheets is presented in this paper. A total of five specimens were tested under two-point loads.
Ayman El-Zohairy
exaly +3 more sources
AbstractThe application of prestress is a very effective way to prevent the cracking of the concrete slab in the negative-moment region of continuous composite girders, and using a prefabricated prestressed-concrete slab in this region is an easier option than posttensioning.
Qingtian Su, Mark A Bradford
exaly +3 more sources
Continuous Composite Beams Stiffened with CFRP Sheet at the Hogging Moment Region
The improvement in the flexural response and cracking resistance of steel-concrete composite beams stiffened with Carbon Fiber Reinforced Polymers (CFRP) sheets at the hogging moment regions is investigated experimentally and numerically in this study. The experimental program consists of two composite beams tested in an inverted position to simulate a
Ayman El-Zohairy +3 more
openaire +2 more sources
Numerical study on UHPC-RC deck within hogging moment region
Ruigen Zhou +4 more
openaire +2 more sources
Some of the next articles are maybe not open access.
Related searches:
Related searches:
The effects of partial shear connection in the hogging moment regions of composite beams
Journal of Constructional Steel Research, 2004Mark A Bradford
exaly +2 more sources

