Related Experiment Video
Updated: Feb 2, 2026

06:28
Standardized Modular Assembly of Polycistronic Operons with Modular Cloning (MoClo) using the In-Cloning toolkit
Published on: September 2, 2025
816
Complications following 250 cemented modular hip hemiarthroplasties
1Department of Orthopaedics and Traumatology, Turku University Hospital, Turku, Finland.
Summary
This study evaluated complications and mortality in elderly patients undergoing cemented hemiarthroplasty for femoral neck fractures. While complication rates were acceptable, the 9-year mortality was high, reflecting the frail patient population.
Area of Science:
- Orthopedic Surgery
- Geriatric Medicine
- Trauma Surgery
Background:
- Hemiarthroplasty is a common treatment for displaced femoral neck fractures in elderly, frail patients.
- Complications of modern modular hemiendoprostheses via posterior approach in this group are not well-documented.
Purpose of the Study:
- To assess complications and mortality associated with Lubinus sp II cemented, unipolar hemiarthroplasty using a posterior approach.
- To provide a 9-year follow-up on outcomes in a frail elderly population.
Main Methods:
- Retrospective review of 244 patients undergoing hemiarthroplasty for femoral neck fractures (2007-2008).
- Analysis of intraoperative and postoperative complications.
- 9-year follow-up for mortality and reoperation rates.
Main Results:
- 31 complications (12%) occurred in 30 patients, including dislocations, periprosthetic fractures, and infections.
- Conversion to total hip replacement (THR) was needed in 4% of cases; reoperation in 6%.
- 9-year mortality rate was 78% in this comorbid patient group.
Conclusions:
- The overall complication rate for cemented hemiarthroplasty via posterior approach is acceptable in frail elderly patients.
- High mortality reflects the patient population's comorbidities.
- Low rates of conversion to THR and reoperation suggest suitability of the procedure in selected cases.
Keywords:
Hemiarthroplastycemented hip arthroplastycomplicationsdislocationfragilityfrailtymortalityposterior approachMore Related Videos
Related Concept Videos
Hydration of Cement
925
Hydration of cement is a chemical reaction between cement particles and water. This process occurs primarily through two mechanisms: through-solution and topochemical. In the through-solution process, anhydrous compounds dissolve into their constituents, hydrates form in the solution, and then precipitate from the supersaturated solution. The topochemical process involves solid-state reactions at the cement particle surface. The through-solution process dominates the topochemical process at the...
925
Soundness of Cement
567
The soundness of cement refers to the ability of cement paste to retain its volume after setting. Unsound cement can lead to expansion and structural damage due to the presence of free lime, magnesia, and calcium sulfate. Free lime hydrates very slowly, expanding and causing unsoundness, which is difficult to detect because it intercrystallizes with other compounds. Magnesia also reacts with water, forming crystals that can disrupt the cement's structure. Calcium sulfate can create...
567
Portland Cement
679
Portland cement is the essential binding ingredient in concrete, made from finely ground materials including lime, iron, silica, and alumina. Lime is derived primarily from limestone, marble, marl, seashells, and clays, which also supply iron and alumina, while silica is sourced from sand, chalk, and bauxite. Contemporary manufacturing of Portland cement is a significant source of carbon dioxide emissions, prompting research into reducing its content in concrete through alternative...
679
Fineness of Cement
516
The fineness of cement directly influences the rate of hydration, as the hydration begins at the surface of the cement particles. In addition to hydration, the fineness of cement is vital for various properties of concrete including workability, gypsum requirement, and long-term behavior. The fineness of cement is represented in terms of the specific surface of cement which is typically measured in square meters per kilogram, with several methods available for this determination.
Direct...
Direct...
516
Strength of Cement
499
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
499
Types of Cement I
385
Portland cement comes in several types, each with distinct properties and applications based on their chemical composition and hydration characteristics:
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
385

