Print Email Facebook Twitter Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis Title Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis Author CHEN, Xin (TU Delft Civil Engineering and Geosciences; TU Delft Engineering Structures) Contributor Yang, Yuguang (mentor) Hendriks, Max (graduation committee) Degree granting institution Delft University of Technology Date 2017-12-06 Abstract Bridges with different geometrical configurations have been searched with linear finite element analysis. The aim is to find the position and value of critical proof load. Four different parameters, namely span length, width, skewness and thickness ratio, their influence on proof load are found. In total, 166 sets of data are obtained by performing more than thousands of finite element analyses. Formulas for calculating critical position factor kp and equivalent loading factor kq are obtained by these data and they are approved to be capable enough to predict the results. Subject Proof Load TestingFinite Element AnalysisConcrete Bridge To reference this document use: http://resolver.tudelft.nl/uuid:4ae6e2e1-39c2-455b-8435-7ef0bcea6ad3 Part of collection Student theses Document type student report Rights © 2017 Xin CHEN Files PDF Additional_thesis_XinChen.pdf 2.41 MB PDF Diana_Script.pdf 165.15 KB PDF Ordinary_Least_Squares_Model.pdf 91.09 KB Close viewer /islandora/object/uuid:4ae6e2e1-39c2-455b-8435-7ef0bcea6ad3/datastream/OBJ2/view