Effect of adhesion failure and temperature on the mechanical behavior of orthotropic steel bridge deck
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Orthotropic steel bridge decks (OSBDs) have been widely used in long span bridges with many advantages, however, the long-term performance of the asphalt wearing course is still questionable. There is a lack of understanding the causes of cracking and adhesion failure between the tack coat and the steel plate, etc.
Nội dung trích xuất từ tài liệu:
Effect of adhesion failure and temperature on the mechanical behavior of orthotropic steel bridge deck
Nội dung trích xuất từ tài liệu:
Effect of adhesion failure and temperature on the mechanical behavior of orthotropic steel bridge deck
Tìm kiếm theo từ khóa liên quan:
Adhesion failure Orthotropic steel deck bridge Asphalt wearing course Finite element model Mechanical behaviorGợi ý tài liệu liên quan:
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