the use of unbounded tendons is common in prestressed concrete structures and evaluation of the stress increase in unbonded tendons at ultimate flexural strength of such structure has posed a great challenge over the years. based on the bending experiment for two-span continuous post-tension beams with unbounded tendons and externally applied cfrp sheets, the monitoring of the stress increment ...

The hysteretic behavior and seismic characteristics of the prestressed concrete bridge pier were researched. The effects of the prestressed tendon ratio, the longitudinal reinforcement ratio, and the stirrup reinforcement ratio on the hysteretic behavior and seismic characteristics of the prestressed concrete bridge pier have been obtained with the fiber model analysis method. The analysis show...

The external prestressing method was developed to improve the load carrying capacity of concrete bridges damaged by ageing or other environmental factors. Therefore, it is necessary examine performance structure before and after strengthening, verification confirmation actual strengthening effect should be preceded. However, for reasons such as securing deteriorated absence design data, an brid...

A three-dimensional non-linear finite-element model (FEM) was constructed using a commercial software (ATENA-Studio) to investigate the transverse load distribution behavior of adjacent precast prestressed concrete box-girder bridges. An innovative connection between box girders used, where post-tensioning applied at top flanges only eliminating need for intermediate diaphragms. The FEM validat...

Keselamatan dan Kesehatan Kerja merupakan suatu hal yang sangat penting di dunia konstruksi karena bersinggungan langsung dengan pekerja, perhitungan potensi risiko salah dapat mengakibatkan terjadinya kecelakaan kerja terutama kepada para pekerja Indonesia sendiri pada pekerjaan erection girder masih sering terjadi, sekitar 6 insiden terkait terjadi dalam kurun waktu 2017-2021 maka penelitian ...

double bridge girder overhead cranes are used for heavy duty applications in theindustry. in this paper a detailed parametric design optimization of the main girder of box type isperformed for a 150ton capacity and 32m long span crane, after its basic design using availabledesign rules. design optimization is performed using detailed 3d finite element analysis bychanging the number, shape and l...

The dynamic response of a prestressed concrete box girder bridge under the impact an over-height vehicle is studied using numerical simulation method. finite element analysis software LS-DYNA used to simulate collision between superstructure and truck. Further, parametric carried out investigate influence six factors, i.e., configuration, speed, mass, angle, strength strand prestress, on both l...