183. Ergonomic Hazards During Concrete Reinforcement Work at a Large Highway Construction Site

1999 ◽  
Author(s):  
B. Buchholz ◽  
V. Paquet ◽  
H. Wellman
2011 ◽  
Vol 54 (1) ◽  
pp. 105-111 ◽  
Author(s):  
D. E. Line ◽  
M. B. Shaffer ◽  
J. D. Blackwell

2017 ◽  
Vol 63 (3) ◽  
pp. 3-18 ◽  
Author(s):  
J. Chróścielewski ◽  
M. Miśkiewicz ◽  
Ł. Pyrzowski ◽  
B. Sobczyk

AbstractNumerical analysis of the tensioning cables anchorage zone of a bridge superstructure is presented in this paper. It aims to identify why severe concrete cracking occurs during the tensioning process in the vicinity of anchor heads. In order to simulate the tensioning, among others, a so-called local numerical model of a section of the bridge superstructure was created in the Abaqus Finite Element Method (FEM) environment. The model contains all the important elements of the analyzed section of the concrete bridge superstructure, namely concrete, reinforcement and the anchoring system. FEM analyses are performed with the inclusion of both material and geometric nonlinearities. Concrete Damage Plasticity (CDP) constitutive relation from Abaqus is used to describe nonlinear concrete behaviour, which enables analysis of concrete damage and crack propagation. These numerical FEM results are then compared with actual crack patterns, which have been spotted and inventoried at the bridge construction site.


2014 ◽  
Vol 140 (4) ◽  
pp. 04014007 ◽  
Author(s):  
Holly L. Murphy ◽  
Audra N. Morse ◽  
Theodore G. Cleveland

2014 ◽  
Vol 2014 (3) ◽  
pp. 45-48
Author(s):  
P.N. Chvertko ◽  
◽  
N.D. Goronkov ◽  
N.A. Vinogradov ◽  
S.M. Samotryasov ◽  
...  

CICTP 2020 ◽  
2020 ◽  
Author(s):  
Sheng Xu ◽  
Denglin Fu ◽  
Yuanfang Xie ◽  
Lei Hou ◽  
Shanshan Bu

2019 ◽  
Vol 8 (3) ◽  
pp. 148-155
Author(s):  
Hossein ElahiShirvan ◽  
Sajad Zare ◽  
Edris Gharanjik ◽  
Arezoo Matin ◽  
Mokhles Bateni ◽  
...  

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