Superior Polyurethane-Based Seamless Expansion Joints for Bridges: Mechanical Properties, Full-Scale Test, and Finite Element Modeling

Seamless expansion joints for small- and medium-span bridges attract engineers due to their acknowledged integrity (durability), driving comfort and noise attenuation. Traditional asphalt plugin joints are easy and cheap to install, but they are hindered by premature failures frequently observed in...

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Bibliographic Details
Published in:Journal of materials in civil engineering 2024-05, Vol.36 (5)
Main Authors: Wang, Shujian, Lv, Changrong, Jiang, Kaiming, Xu, Xingwei, Tong, Teng, Wang, Tao
Format: Article
Language:English
Subjects:
Durability
Expansion joints
Fatigue tests
Finite element method
Full scale tests
Isocyanates
Low cycle fatigue
Mechanical properties
Pavements
Polyurethane resins
Tensile strength
Vertical loads
Water absorption
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Summary:Seamless expansion joints for small- and medium-span bridges attract engineers due to their acknowledged integrity (durability), driving comfort and noise attenuation. Traditional asphalt plugin joints are easy and cheap to install, but they are hindered by premature failures frequently observed in situ. Comparatively, polyurethane (PU) possesses good durability and toughness and excellent chemical resistance, etc. The purpose of this study is to identify the proper PU material and devise a new seamless expansion joint. As such, the mechanical properties of three PU materials were tested, including initial setting time, tensile strength, rupture strain, hardness, wheel rutting, adhesion to pavement, water absorption, and aging. The appropriate mass ratio was identified to be polyol/isocyanate = 100/105. Subsequently, monotonic tensile/compressive, vertical loading and low-cycle fatigue tests were performed on the four full-scale expansion joints. It revealed that the rate-dependent behavior rendered the PU material suitable for seamless joints, as it was softer to accommodate the low-rate longitudinal deformation and was stiffer to sustain the high-rate vehicle loadings. Furthermore, the inclined angle between the PU and pavement would ameliorate the strain status and is recommended for practical use. Experimental and numerical results were synthesized into a proposed alternative polyurethane-based design that reduces the vertical displacement and circumvents the possible early failures under the effect of dynamic traffic loading.
ISSN:0899-1561
1943-5533
DOI:10.1061/JMCEE7.MTENG-17139