Bridge Stress Range History and Diaphragm Stiffening Investigation: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Bridge Stress Range History and Diaphragm Stiffening Investigation

P. Christiano / L. E. Goodman / C. N. Sun

An analysis of data related to the dynamic response of a specific highway bridge is presented. Stress range data obtained under actual traffic conditions is used to estimate the fatigue life of the structure. The magnitude and distribution of stresses produced by control H20 and HS20 vehicles were also measured. Some of the main conclusions are that the stress level produced by actual traffic are considerably lower than those produced by the control vehicles, and that the actual stresses are low enough so as to have a negligible effect on the fatigue life of the bridge. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Bridge Stress Range History and Diaphragm Stiffening Investigation

P. Christiano / L. E. Goodman / C. N. Sun

An analysis of data related to the dynamic response of a specific highway bridge is presented. Stress range data obtained under actual traffic conditions is used to estimate the fatigue life of the structure. The magnitude and distribution of stresses produced by control H20 and HS20 vehicles were also measured. Some of the main conclusions are that the stress level produced by actual traffic are considerably lower than those produced by the control vehicles, and that the actual stresses are low enough so as to have a negligible effect on the fatigue life of the bridge. (Author)

Bridge Stress Range History and Diaphragm Stiffening Investigation

P. Christiano / L. E. Goodman / C. N. Sun

An analysis of data related to the dynamic response of a specific highway bridge is presented. Stress range data obtained under actual traffic conditions is used to estimate the fatigue life of the structure. The magnitude and distribution of stresses produced by control H20 and HS20 vehicles were also measured. Some of the main conclusions are that the stress level produced by actual traffic are considerably lower than those produced by the control vehicles, and that the actual stresses are low enough so as to have a negligible effect on the fatigue life of the bridge. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Bridge Stress Range History and Diaphragm Stiffening Investigation

Contributors:

P. Christiano (author) / L. E. Goodman (author) / C. N. Sun (author)

Publication date:

1970

Size:

93 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Bridges , Fatigue(Mechanics) , Stresses , Life expectance , Loading(Mechanics) , Strain(Mechanics) , Bending , Diaphragms(Mechanics) , Sampling , Counting methods , Regression analysis

Similar titles

Spatial Stiffening Diaphragm Systems

Tibi, A. | Online Contents | 1998

Spatial Stiffening Diaphragm Systems

Tibi, A. / Burt, M. / Tatsa, E. | British Library Online Contents | 1998

Spatial Stiffening Diaphragm Systems

Tibi, Ariel / Burt, Michael / Tatsa, Elisha | SAGE Publications | 1998

Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening

Stael, D. / De Backer, H. / Van Bogaert, P. et al. | British Library Conference Proceedings | 2013

Suspension bridge stiffening girder

XU SHENGQIAO / JIN LING / ZOU YONGWEI et al. | European Patent Office | 2020

Free access