4 research outputs found
Drug-free remission, functioning and radiographic damage after 4 years of response-driven treatment in patients with recent-onset rheumatoid arthritis
0.05, group 4 versus groups 1 and 2, group 3 versus group 2). Conclusions: In patients with recent-onset active RA, drug-free remission was achieved in up to 18% of patients. DAS-driven treatment maintained clinical and functional improvement, independent of the treatment strategy. Joint damage progression remained significantly lower after initial combination therapy compared with initial monotherap
Drug-free remission, functioning and radiographic damage after 4 years of response-driven treatment in patients with recent-onset rheumatoid arthritis
A decrease in disease activity score (DAS) level is associated with a decrease in health assessment questionnaire (HAQ) score, independent of follow-up duration, during 5 years of tightly controlled treatment: results from the BeSt study
This paper presents numerical and experimental studies on the performance of
Hybrid Composite Plates (HCPs) as a shear strengthening technique for reinforced concrete
(RC) beams. A HCP is a thin plate of Strain Hardening Cementitious Composite (SHCC)
reinforced with Carbon Fiber Reinforced Polymer (CFRP) laminates applied according to the
Near Surface Mounted technique (NSM). Due to the excellent bond conditions between SHCC
and CFRP laminates, these reinforcements provide the necessary tensile strength capacity to
the HCP. However, the shear behavior of SHCC material has not been yet fully understood due
to lack of an appropriate and accurate direct shear test method. To characterize the behavior of
SHCCs in shear, the Iosipescu shear test setup was used to test several specimens, in which the
loads were applied in an antisymmetric four point bending configuration to assure a pure shear
section. A special geometry for the specimens was chosen to assure a uniform shear stress
distribution in the pure shear section. A numerical model is presented for predicting the
strengthening effectiveness of HCPs in reinforced concrete beams. The numerical simulations
were performed on FEMIX, a computer program that includes a shear crack softening law to
simulate the stress transfer mechanism at the shear crack as the crack widens. The values of the
parameters that define the shear crack softening law were derived based on simulations of
Iosipescu shear tests performed as part of this study. The results of the numerical models for
the reinforced concrete beams strengthened with HCPs are compared with the experimental
data obtained for this beams. It is demonstrated that the numerical model can predict fairly well
the behavior of reinforced concrete beams strengthened with HCPs
Erosions in the Foot at Baseline Are Predictive of Orthopedic Shoe Use after 10 Years of Treat to Target Therapy
Pathophysiology and treatment of rheumatic disease