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REFERENCE LINKING PLATFORM OF KOREA S&T JOURNALS
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Journal of the Korean Society for Advanced Composite Structures
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Journal DOI :
Korean Society for Advanced Composite Structures
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Volume & Issues
Volume 5, Issue 4 - Dec 2014
Volume 5, Issue 3 - Sep 2014
Volume 5, Issue 2 - Jun 2014
Volume 5, Issue 1 - Mar 2014
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Local Buckling Strength of PFRP I-Shape Compression Members Obtained by LRFD Design Method and Closed-Form Solution
Choi, Jin-Woo ; Seo, Su-Hong ; Joo, Hyung-Joong ; Yoon, Soon-Jong ;
Journal of the Korean Society for Advanced Composite Structures, volume 5, issue 2, 2014, Pages 1~8
DOI : 10.11004/kosacs.2014.5.2.001
Fiber reinforced polymeric plastic (FRP) materials have many advantages over conventional structural materials, i.e., high specific strength and stiffness, high corrosion resistance, right weight, etc. Among the various manufacturing methods, pultrusion process is one of the best choices for the mass production of structural plastic members. Since the major reinforcing fibers are placed along the axial direction of the member, this material is usually considered as an orthotropic material. However, pultruded FRP (PFRP) structural members have low modulus of elasticity and are composed of orthotropic thin plate components the members are prone to buckle. Therefore, stability is an important issue in the design of the pultruded FRP structural members. Many researchers have conducted related studies to publish the design method of FRP structures and recently, referred to the previous researches, pre-standard for LRFD of pultruded FRP structures is presented. In this paper, the accuracy and suitability of design equation for the local buckling strength of pultruded FRP I-shape compression members presented by ASCE are estimated. In the estimation, we compared the results obtained by design equation, closed-form solution, and experiments conducted by previous researches.
An Experimental Study on Structural Performance of H-Steel or SRC Column and Flat Plate Slab Connection
Yoon, Myung-Ho ; Lee, Yoon-Hee ; Ryu, Hong-Sik ; Kim, Jin-Won ;
Journal of the Korean Society for Advanced Composite Structures, volume 5, issue 2, 2014, Pages 9~14
DOI : 10.11004/kosacs.2014.5.2.009
Main topics in this study is a new structural detail for connection between H-Steel or SRC column and flat plate slab. We carried out to evaluate the punching shear performance of H-steel or SRC column + RC slab system for vertical load and lateral load. From the test results structural characteristics - yield moment, yield rotation, maximum moment, deformation capabilities ect. - are obtained and evaluated. In this paper as a shear reinforcement for supporting region of plate closed stirrup type and shear band are used, and their test results are compared.
Passenger Safety Assessment by Real Car Crash Simulation of Composite Post Structures
Kim, Gyu-Dong ; Lee, Sang-Youl ;
Journal of the Korean Society for Advanced Composite Structures, volume 5, issue 2, 2014, Pages 15~20
DOI : 10.11004/kosacs.2014.5.2.015
This study carried out passenger safety assessment by real car crash simulation of composite post structures for road facilities. The effects of different material properties of composites for various parameters are studied using the LS-DYNA finite element program for this study. In this study, the existing finite element analysis of steel post structures using the LS-DYNA program is further extended to study dynamic behaviors of the structures made of various composite materials. The numerical results for various parameters are verified by comparing different models with displacements and stress distribution occurred in the post and car.
Study on the Field Construction of Semi-Integral Bridge with PSC Girder Integrating End-Diaphragm
Park, Jong-Myen ; Kim, Jin-Bae ; Jun, Sung-Yong ; Kim, Chung-Sik ; You, Sung-Kun ; Park, Joong-Bai ; Lim, Jung-Hoon ;
Journal of the Korean Society for Advanced Composite Structures, volume 5, issue 2, 2014, Pages 21~26
DOI : 10.11004/kosacs.2014.5.2.021
This paper introduces general concepts of jointless bridges and field construction case of semi-integral bridge with psc girder integrating end-diaphragm. The expansion joints need to satisfy thermal and safety conditions of bridges. General bridges with joints have some problems, which are frequently replacement cycle time from mechanical damage or unstable movement, maintenance cost and more. To solve these problems, Integral Abutment Bridges(IAB) have been applied overseas in the 1930s. In Korea, first IAB was constructed in the early 2000s and precast IAB systems was invented and applied lately. Kyungshin overpass bridge in Incheon is the Semi-IAB constructed, the span length is 2@35=70m and the width is 13.9m. The original plan was to use general joint bridge but design field changed with expectations for advanced economic estimation and maintenance. This changed method of B.I.B bridge construction provided not only workability, construction cost but also safety improvement at the same time.
Composite Action in Masonry Columns Due to Damage and Creep Interaction
Kim, Jung Joong ;
Journal of the Korean Society for Advanced Composite Structures, volume 5, issue 2, 2014, Pages 27~32
DOI : 10.11004/kosacs.2014.5.2.027
Since the collapse of historical masonry structures in Europe in the late 1990's, the interests in understanding the long-term effect of masonry under sustained compressive stresses have increased. That requires combining the significance of time-dependent effects of creep with the effect of damage due to overstress to realize the evolution of cracks and then failure in masonry. Meanwhile, composite analysis of masonry columns was proven effective for realizing ultimate strength capacity of masonry column. In this study, a simplified mechanical model with step-by-step in time analysis was proposed to incorporate the interaction of damage and creep to estimate the maximum stress occurred in masonry. It was examined that the interaction of creep and damage in masonry can accelerate the failure of masonry.