Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Behavior of Smart Concrete Beams with Embedded Shape Memory Alloy Bundles

View through CrossRef
The behavior of smart concrete beams with embedded shape memory alloy (SMA) bundles is investigated in this study. Two beams measuring 1996 × 99 × 85 cm3, which will be integrated into a smart bridge in a freeway, are manufactured and examined. Each beam contains six trusses of SMA bundles used as actuators to achieve recovery force. The SMA bundles are connected with pre-stressing steel strands and separated from the concrete matrix, so that temperature interaction between SMA bundles and the matrix can be reduced to as low as possible. Some temperature sensors, reinforcement meters, and displacement sensors are used to monitor the active control effect of SMA bundles, all the data are acquired through a 16-channel dynamic data-acquisition system, and each beam is examined several times with different activating current intensity. Experimental results indicate that the recovery force induced by SMA bundles is significant and controllable, the deflection generated by the SMA bundles at the middle span of the beam is about 0.44 mm, and the capability of resisting overload of each beam is about 2.98 kN (average). A relationship between SMA temperature and activating/inactivating time is also formulated. The conclusion is that SMA can be used in civil engineering structures either from a technological or economic aspect.
Title: Behavior of Smart Concrete Beams with Embedded Shape Memory Alloy Bundles
Description:
The behavior of smart concrete beams with embedded shape memory alloy (SMA) bundles is investigated in this study.
Two beams measuring 1996 × 99 × 85 cm3, which will be integrated into a smart bridge in a freeway, are manufactured and examined.
Each beam contains six trusses of SMA bundles used as actuators to achieve recovery force.
The SMA bundles are connected with pre-stressing steel strands and separated from the concrete matrix, so that temperature interaction between SMA bundles and the matrix can be reduced to as low as possible.
Some temperature sensors, reinforcement meters, and displacement sensors are used to monitor the active control effect of SMA bundles, all the data are acquired through a 16-channel dynamic data-acquisition system, and each beam is examined several times with different activating current intensity.
Experimental results indicate that the recovery force induced by SMA bundles is significant and controllable, the deflection generated by the SMA bundles at the middle span of the beam is about 0.
44 mm, and the capability of resisting overload of each beam is about 2.
98 kN (average).
A relationship between SMA temperature and activating/inactivating time is also formulated.
The conclusion is that SMA can be used in civil engineering structures either from a technological or economic aspect.

Related Results

Dynamic Characteristics Analysis of Three-Layer Steel–Concrete Composite Beams
Dynamic Characteristics Analysis of Three-Layer Steel–Concrete Composite Beams
The dynamic behavior of three-layer composite beams, consisting of concrete slabs and steel beams, is influenced by the structural configuration of each layer as well as the shear ...
Odd version Mathieu-Gaussian beam based on Green function
Odd version Mathieu-Gaussian beam based on Green function
Like the theoretical pattern of non-diffracting Bessel beams, ideal non-diffracting Mathieu beams also carry infinite energy, but cannot be generated as a physically realizable ent...
Experimental study and computational analysis of structural performance of reinforced geopolymer concrete beams
Experimental study and computational analysis of structural performance of reinforced geopolymer concrete beams
PurposeIn this study, the aim is to explore the effects of geopolymer concrete (GPC) strength and reinforcement ratio on the flexural performance of reinforced GPC beams. Furthermo...
Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
Structural strengthening is essential in civil engineering to ensure the integrity, safety, and longevity of various types of structures. Effective strengthenin...
Construction of Bi-Pearcey beams and their mathematical mechanism
Construction of Bi-Pearcey beams and their mathematical mechanism
We present a theoretical expression in the form of the Pearcey function by deducing the Fresnel diffraction distribution of an elliptic line. Then, we numerically simulate and expe...
Behavior of Ferrocement Beams Using Fiber Glass Mesh and Sea Water
Behavior of Ferrocement Beams Using Fiber Glass Mesh and Sea Water
The current study aims to study the structural behavior of ferrocement beams using seawater to produce concrete beams that can be used as an alternative to conventional reinforced ...
EXPERIMENTAL STUDY ON SHEAR PERFORMANCE AND BEARING CAPACITY OF PRESTRESSED CONCRETE T-BEAMS
EXPERIMENTAL STUDY ON SHEAR PERFORMANCE AND BEARING CAPACITY OF PRESTRESSED CONCRETE T-BEAMS
Prestressed concrete t-beams have complex shear mechanism, and their shear performance is influenced by various factors, such as flange width and prestress. The shear performance o...
Improvement of Seismic Performance of Ordinary Reinforced Partially Grouted Concrete Masonry Shear Walls
Improvement of Seismic Performance of Ordinary Reinforced Partially Grouted Concrete Masonry Shear Walls
Reinforced masonry constitutes about 10% of all low-rise construction in the US. Most of these structures are commercial and school buildings. It may also be used for multi-story h...

Back to Top