Field Monitoring of Cross Frames in Composite Steel I-Girder Bridges

Author:

Reichenbach Matthew C.1ORCID,White Joshua B.2,Park Sunghyun3ORCID,Helwig Todd A.4,Engelhardt Michael D.5,Connor Robert J.6ORCID,Grubb Michael A.7

Affiliation:

1. Assistant Teaching Professor, Drexel Univ., 3141 Chestnut St., Philadelphia, PA 19104 (corresponding author). ORCID: .

2. Senior Associate, Wiss, Janney, Elstner Associates, Inc., 4321 West Sam Houston Pkwy N #190, Houston, TX 77043.

3. Postdoctoral Fellow, Univ. of Texas, 10100 Burnet Rd., Austin, TX 78758. ORCID: .

4. Jewel McAlister Smith Professorship in Engineering, Univ. of Texas, 10100 Burnet Rd., Austin, TX 78758.

5. Assistant Vice Chancellor for Research and Adnan Abou-Ayyash Centennial Professor in Transportation Engineering, Univ. of Texas, 10100 Burnet Rd., Austin, TX 78758.

6. Jack and Kay Hockema Professor, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. ORCID: .

7. Executive Director, M.A. Grubb & Assoc., LLC, Wexford, PA 15090.

Publisher

American Society of Civil Engineers (ASCE)

Reference13 articles.

1. AASHTO. 1994. LRFD bridge design specifications. 1st ed. Washington, DC: AASHTO.

2. AASHTO. 2020. LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

3. Identifying Effective and Ineffective Retrofits for Distortion Fatigue Cracking in Steel Bridges Using Field Instrumentation

4. Simple rainflow counting algorithms

5. Use of Strain Data to Estimate Remaining Fatigue Life of a Fracture-Critical Bridge

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