In a joint partnership between Skidmore and Owings & Merrill LLP (SOM), Oregon State University (OSU) and the Softwood Lumber Board, they sought to bring attention towards developing sustainbly constructed buildings to decrease ecological footprint.
The partnership explored the potential of mass timber to reduce the embodied carbon footprint of high-rise buildings. An example is the Timber Tower Research Project, which was launched in 2013 and funded by the Softwood Lumber Board, examined solutions that could utilize mass timber as the main structural material to reduce the embodied carbon footprint of buildings by 60 to 75% compared to a benchmark concrete building. A structural system, called the Concrete Jointed Timber, was propsed by the research team which employs mass timber for main structural elements and reinforced concrete for connections. This approach was further developed in a second report in 2014 that focused on gravity framing systems and recommended a physical testing program.
To advance the findings of the research initiative, the companies developed a comprehensive physical testing programme that, to date, has included nearly 20 tests of varying sizes and configurations. On August 8th, the successful test of the final full-scale specimen provided strong evidence that the timber-concrete composite system can satisfy code requirements and compete with traditional construction methods.
SOM Associate Benton Johnson remarked that the successful test “highlights the real benefits of the composite timber approach. We took a small amount of concrete that was necessary for acoustic and fire performance and used it to enhance the structural performance of the floor. This move allows mass timber to reach its full potential, allowing it to compete in the market while also reducing the carbon footprint of cities.”
Modeling on a portion of a typical structural bay, the tested floor specimen was 36 feet long by 8 feet wide. It was a cross-laminated timber (CLT) deck topped with a thin layer of reinforced concrete to enhance the structural, acoustic, and fire performance of the system. The two materials were joined and made composite with connectors specifically designed for this application. The reinforced concrete topping slab was thickened at the supporting CLT beam to form a rigid connection between CLT decks, a feature which allows floors to span between beams with a relatively thin cross-section. For the test, the specimen was loaded with a hydraulic actuator and was recorded by 48 different sensors over the course of two hours.
The floor system provided greater stiffness than required by code and supported an ultimate load of 82,000 pounds—approximately eight times the required design load. The initial results are promising and will serve as the basis for verification testing—a series of tests that will address issues such as fire resistance—which will be required before the system can be used in high-rise buildings.
Source: Skidmore, Owings & Merrill LLP (SOM)