Cross-frames are important structural components that serve many functions throughout the service life of steel I-girder bridges. Under repetitive load cycles caused by heavy truck passages, cross-frames and their connections can be susceptible to load-induced fatigue cracking if not properly designed.
The TRB National Cooperative Highway Research Program'sNCHRP Research Report 962: Proposed Modification to AASHTO Cross-Frame Analysis and Design addresses knowledge gaps in an attempt to improve the reliability and economy of cross-frames in steel I-girder bridges and produces quantitatively based methodologies and design guidelines.
Appendices B through F provide examples of cross-frame design for a straight bridge and a curved bridge as well as a comprehensive overview of the work completed in Phases I, II, and III of the project. Appendix A, Proposed Modifications to AASHTO LRFD, will be published by AASHTO.
Table of Contents |
skim chapter | |
---|---|---|
Front Matter | i-viii | |
Summary | 1-3 | |
Chapter 1 - Background | 4-11 | |
Chapter 2 - Research Approach | 12-59 | |
Chapter 3 - Findings and Applications | 60-133 | |
Chapter 4 - Conclusions and Suggested Research | 134-142 | |
References | 143-144 | |
Appendix A - Proposed Modifications to AASHTO LRFD | 145-148 |
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