Vibration Behaviour of Natural Timber and Timber Concrete Composite Deck System

Abstract

Timber–Concrete Composite (TCC) structure consists of timber joists or beams effectively interconnected to a concrete slab cast on top of the timber members. This type of structures has applications in multi-storey buildings and short-span bridges particularly in developed countries such as America, Canada, Australia and New Zealand. In Malaysia, these timber concrete composite (TCC) fields are extremely uncommon compared to European country. This paper is investigated the TCC deck system as a new slab structure element that could be used in Malaysia. The use of TCC deck system with Malaysian Kempas timber and normal weight concrete is advantageous in providing a lighter structure, more sustainable and possibly a smaller foundation. Therefore the main objective of this research is to study the vibration behavior of kempas timber (natural timber) in timber deck and TCC deck by experimental modal testing. The vibration data results were conducted by modal experimental test. Then the model is verified by finite element using SAP 2000 software. The connector type that used is screw in TCC deck. The size of each deck is 3.6m x 0.8m, the thickness of concrete is 65mm and the timber beam unit with dimension 3.6 x 0.09x0.04 m. The specimens of timber and TCC deck were tested using an electrodynamic shaker. The data were analyzed using ME Scope software to determine the natural frequency and mode shape of the timber and TCC deck system. The modal experimental results for all tests were more than 8 Hz, it accepted since the vibration limitation for timber floor is 8 Hz. The TCC deck frequency due to shaker excitation is higher than only timber deck which means that the TCC improve vibration resistance property compared with only timber deck vibration resistance.

Lightweight and slender timber-concrete composite floors made of CLT-HPC and CLT-UHPC with ductile notch connectors

“…As observed in previous works [44,60]), the slip distribution is symmetric during the elastic phase of the connection, but it becomes asymmetric at higher load. On of the possible reasons is that not all connectors have exactly the same strength in reality and that slip tends to localize along the zone with weaker connection strength.…”

“…Fig. 4a shows the test set-up of the bending test with 4 loading points which is similar to the one employed in previous works [44,[59][60]. The deflection was measured at the mid-span center by two potentiometers supported by an aluminium yoke, which filters out the possible timber deformation at the support.…”

Natural Frequency of Lightweight Composite Slabs Based on Experimental Study and Numerical Modelling

“…This commercial software can perform complex solid mechanics assessments through an easy-to-use graphical user interface. Earlier works by Junges et al [27], Mushina et al [28] and Yu et al [29] used SAP2000 to investigate the vibration behaviour of various structural components. It turns out that the vibration behaviour in the linear-elastic range can be precisely simulated with SAP2000.…”