There is proposed a rail member [see: 102] comprising a resiliently flexible elongate substrate comprising first and second major surfaces, the member comprising at least one channel formation [see: 202] formed transversally relative to the longitudinal axis of the elongate substrate across at least one of the first or second major surfaces, according to a first embodiment, an insert [see: 304] is positioned between the first and second major surfaces; according to a second embodiment, an insert [see: 304] ex tends longitudinally along the member.

There is proposed a rail member [see: 102] comprising a resiliently flexible elongate substrate comprising first and second major surfaces, the member comprising at least one channel formation [see: 202] formed transversally relative to the longitudinal axis of the elongate substrate across at least one of the first or second major surfaces, according to a first embodiment, an insert [see: 304] is positioned between the first and second major surfaces; according to a second embodiment, an insert [see: 304] ex tends longitudinally along the member.

The present subject matter relates to devices, systems, and methods for indicating degradation in a component having None or more elastomeric elements. For example, a degradation indicator can include an indicator element in communication with at least a portion of the one or more elastomeric elements, wherein the indicator element is configured to show visible degradation or damage when a specific and predetermined condition of the one or more elastomeric elements is reached.

A method and apparatus for reducing a force. An apparatus comprises a multi-directional joint assembly and a damper associated with the multi-directional joint assembly. The multi-directional joint assembly has a first end and a second end. The first end and the second end move relative to each other. The damper is comprised of a number of elastomeric layers and a number of rigid layers interspersed with each other reducing at least one of a force and a moment.

A method and apparatus for reducing a force. An apparatus comprises a multi-directional joint assembly and a damper associated with the multi-directional joint assembly. The multi-directional joint assembly has a first end and a second end. The first end and the second end move relative to each other. The damper is comprised of a number of elastomeric layers and a number of rigid layers interspersed with each other reducing at least one of a force and a moment.

A composite material may include at least two metallic layers and at least one polymer layer disposed between the metallic layers. The polymer layer may comprise at least one welding additive. One example object of the present disclosure, which is to propose a composite material that overcomes the disadvantages in the prior art, may be achieved for a composite material that includes, in addition to the at least one polymer layer and the at least two metallic layers, sponge iron in an amount of 0.1% to 30.0% by weight as the welding additive. In some examples, the sponge iron may include a metallic and/or nonmetallic inorganic coating.”

An isolation module between a vibration generating device, such as a satellite launcher, and a structure to be isolated, such as the structure carrying a satellite, comprising: at least two fastening parts, and a connecting means. The first fastening part, called the frame, comprises at least two parallel radial branches, and the second fastening part, called the support, comprises at least one radial branch extending between the two branches of the frame. The connecting means is made from an elastomer material and includes at least one pair of identical elastomer pads, being mounted in series between the frame and the support.

An isolation module between a vibration generating device, such as a satellite launcher, and a structure to be isolated, such as the structure carrying a satellite, comprising: at least two fastening parts, and a connecting means. The first fastening part, called the frame, comprises at least two parallel radial branches, and the second fastening part, called the support, comprises at least one radial branch extending between the two branches of the frame. The connecting means is made from an elastomer material and includes at least one pair of identical elastomer pads, being mounted in series between the frame and the support.

A friction-damping energy absorber has two ends, at least one core post, two supporting boards, multiple first material layers, and multiple second material layers. The at least one core post has multiple sliding sheets stacked with each other. The two supporting boards are mounted on the ends of the friction-damping energy absorber. The first material layers and second material layers are alternately mounted between the two supporting boards and surround the at least one core post to enable the first material layers and the second material layers to alternately mount with at least one of the sliding sheets of the at least one core post. The friction-damping energy absorber can be used on buildings, bridges, large objects or equipments to absorb and isolate the three-directional vibration energy of earthquakes and environments, and can prevent the operation temperature from increasing and provide an automatic adjustment function of damping and stiffness.

A friction-damping energy absorber has two ends, at least one core post, two supporting boards, multiple first material layers, and multiple second material layers. The at least one core post has multiple sliding sheets stacked with each other. The two supporting boards are mounted on the ends of the friction-damping energy absorber. The first material layers and second material layers are alternately mounted between the two supporting boards and surround the at least one core post to enable the first material layers and the second material layers to alternately mount with at least one of the sliding sheets of the at least one core post. The friction-damping energy absorber can be used on buildings, bridges, large objects or equipments to absorb and isolate the three-directional vibration energy of earthquakes and environments, and can prevent the operation temperature from increasing and provide an automatic adjustment function of damping and stiffness.