4.4 Article

Structural and Fatigue Analysis of Jointed Plain Concrete Pavement Top-Down and Bottom-Up Transverse Cracking Subjected to Superloads

期刊

TRANSPORTATION RESEARCH RECORD
卷 2676, 期 9, 页码 76-93

出版社

SAGE PUBLICATIONS INC
DOI: 10.1177/03611981221085522

关键词

superloads; jointed plain concrete pavements; finite element analysis; critical loading location; damage ratio

资金

  1. Iowa Highway Research Board
  2. Iowa Department of Transportation [IHRB-187]

向作者/读者索取更多资源

This paper investigates and analyzes the damage of jointed plain concrete pavements caused by superheavy vehicles. By considering non-standardized loading configurations, critical pavement responses and fatigue damage ratios are calculated using finite element analysis and transfer functions, enabling the determination of potential damage to the pavement system by different types of superheavy vehicles.
Superheavy vehicles, also called superloads, have non-standardized loading configurations as well as high gross vehicle weights (GVW) and axle loadings, all of which may cause unexpectedly greater distresses on jointed plain concrete pavements (JPCP) than those caused by conventional vehicle class types categorized by the Federal Highway Administration (FHWA). In general, superloads include Implements of Husbandry and Superheavy Loads, both known to be the main types of heavy transport vehicles in the Midwestern region of the United States. To characterize non-standardized loading configurations of superloads, a mechanistic analysis approach is needed for predicting potential damage to JPCPs. In this paper, critical loading locations are determined and categorized according to the superload loading configuration for each superload generating critical pavement responses for both bottom-up transverse cracking and top-down transverse cracking. Critical pavement responses of JPCPs under critical loading conditions for each superload are calculated by performing finite element analysis and are then converted to damage ratios by comparing them with critical pavement responses resulting from FHWA class 9 truck loading using various available transfer functions based on concrete fatigue test results. The resulting critical loading location for each superload category can then be derived easily and the potential for damage to the JPCP pavement systems by each superload can be determined by comparing fatigue damage ratios.

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