Computational investigation of the time-dependent contact behaviour of the human tibiofemoral joint under body weight

The knee joint is one of the most common sites for osteoarthritis, the onset and progression of which are believed to relate to the mechanical environment of cartilage. To understand this environment, it is necessary to take into account the complex biphasic contact interactions of the cartilage and menisci. In this study, the time-dependent contact behaviour of an intact and a meniscectomized human tibiofemoral joint was characterized under body weight using a computational model. Good agreement in the contact area and femoral displacement under static loads were found between model predictions of this study and published experimental measurements. The time-dependent results indicated that as loading time progressed, the contact area and femoral vertical displacement of both intact and meniscectomized joints increased. More load was transferred to the cartilage–cartilage interface over time. However, the portions of load borne by the lateral and medial compartments did not greatly vary with time. Additionally, during the whole simulation period, the maximum compressive stress in the meniscectomized joint was higher than that in the intact joint. The fluid pressure in the intact and meniscectomized joints remained remarkably high at the condyle centres, but the fluid pressure at the cartilage–meniscus interface decreased faster than that at the condyle centres as loading time progressed. The above findings provide further insights into the mechanical environment of the cartilage and meniscus within the human knee joint

Comparative Biology of the Pentraxin Protein Family: Evolutionarily Conserved Component of Innate Immune System

The immune system is based on the actions of the collection of specialized immune defense cells and their secreted proteins and peptides that defend the host against infection by parasites. Parasites are organisms that live part or all of their lives in close physical association with the host and extract nutrients from the host and, by releasing toxins and virulence factors, cause disease with the potential for injury and premature death of that host. Parasites of the metazoa can be viruses, eubacteria, fungi, protozoans, and other metazoans. The immune system operates to kill or eliminate parasites and eliminate or detoxify their toxins and virulence factors. Although some of the elements of immune systems are specific to a particular phylum of metazoans, others show extensive evolutionary conservation, being present in several or all major phyla of the metazoa. The pentraxins display this latter character in their roles in immune defense. Pentraxins have been documented in vertebrates, nonvertebrate chordates, arthropods, and mollusks and may be present in other taxa of metazoans. Presumably the pentraxins appeared early in the evolution of metazoa, prior to their evolutionary divergence in the Precambrian epoch into many phyla present today, and have been preserved for the 542 million years since that explosive evolutionary radiation. The fidelity with which these phyla have preserved the pentraxins suggests that the functions of these proteins are important for survival of the members of these diverse taxa of animals

Strength and deformation of confined and unconfined grouted concrete masonry

Although concrete masonry is a composite material, its gross properties are used in structural design. It is well known that under uniaxial compression, grouted concrete masonry fails under stress levels lower than that of the hollow masonry blockwork. To improve the compressive strength of masonry, the authors examined the effectiveness of inserting rolled fine wire mesh or welded wire mesh into the voids of the hollow concrete masonry prior to grouting. This inexpensive method of confining the grout increased the compressive strength of the masonry up to 38%. Simple and refined equations have been fitted to the stress-strain data of the masonry with the refined form of the equation being found more appropriate. The stress-strain curves appear to predict the peak and postpeak characteristics of the unconfined and confined prisms accurately. The appropriateness of the refined equation is demonstrated by predicting the moment curvature relations of short masonry piers tested under axial and lateral loading