![]() These fatigue cracks can lead to failure if the remaining uncracked section can In metals is described as the process by which cracks initiate and grow under repeated With other existing codes, specifications, and engineering judgment.Ĭracks found in steel elements of bridges can usually be attributed to fatigue. Further, this chapter should be used in combination Refer to the referenced manual (DexterĪnd Ocel 2013) for additional detailed descriptions of the topics, procedures, and ex-Īmples presented in this chapter. ![]() Repair and retrofit of fatigue-damaged details. ![]() This chapter only contains summarized information from this manualĪnd thus should not be the only means used to develop specifications needed for the These options are adaptedįrom the Manual for Repair and Retrofit of Fatigue Cracks in Steel Bridges (DexterĪnd Ocel 2013) and are proposed as a guide for the detailing of repairs and retrofits forįatigue cracks. Pairing observed cracking in steel bridges are also presented. This chapter introduces basic principles related to fatigue and fracture in steel bridgesĪnd discusses factors that cause fatigue and fracture. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages. ![]() Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. ![]()
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