• Structural Engineering and Mechanics
• /
• 제67권4호
• /
• pp.391-401
• /
• 2018

Locally available Stainless Steel Wire Mesh (SSWM) bonded on a concrete surface with an epoxy resin is explored as an alternative method for the torsional strengthening of Reinforced Concrete (RC) beam in the present study. An experiment is conducted to understand the behavior of RC beams strengthened with a different configuration of SSWM wrapping subjected to pure torsion. The experimental investigation comprises of testing fourteen RC beams with cross section of $150mm{\times}150mm$ and length 1300 mm. The beams are reinforced with 4-10 mm diameter longitudinal bars and 2 leg-8 mm diameter stirrups at 150 mm c/c. Two beams without SSWM strengthening are used as control specimens and twelve beams are externally strengthened by six different SSWM wrapping configurations. The torsional moment and twist at first crack and at an ultimate stage as well as torque-twist behavior of SSWM strengthened specimens are compared with control specimens. Also the failure modes of the beams are observed. The rectangular beams strengthened with corner and diagonal strip wrapping configuration exhibited better enhancement in torsional capacity compared to other wrapping configurations. The numerical simulation of SSWM strengthened RC beam under pure torsion is carried out using finite element based software ABAQUS. Results of nonlinear finite element analysis are found in good agreement with experimental results.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
• /
• pp.213-217
• /
• 2009

Underground structures are built into concrete like a architecture and public works. Concrete has watertightness as such, But buildings are leaking from the cracks. Recently, construction method do a lot of close construction in the downtown area. So architects are using the method for the outer layer of a two-layer wall to save spaces. They have been using Top-down method and waterproof agent method and others to outer layer of a two-layer wall method. But, There are many leakage in underground structure from lack on requirements performance of materials. Therefore, I hope to test the outside Waterproof Method of Ground using Wire-mesh and Non-hardening Viscosity Waterproof. In addition to, I wish to apply as outside waterproof method for the section for the outer layer of a two-layer wall in underground structure.

• Structural Engineering and Mechanics
• /
• 제87권5호
• /
• pp.487-498
• /
• 2023

Unreinforced masonry (URM) buildings are extensively adopted in many of the growing nations, particularly in India. Window or door openings are required for architectural or functional reasons, which pose a threat to the building's safety. The past earthquakes have shown that the seismic capability of these structures was very weak. Strengthening these unreinforced masonry walls using welded wire mesh (WWM) is one of the most commonly and economical methods. The present experimental study investigates the impact of openings on the shear behaviour of URM walls and the effectiveness of WWM in enhancing the shear performance of masonry wall. In the experimental program 16 specimens were cast, 8 unstrengthen and 8 strengthened specimens, under 8 unstrengthen and strengthened specimens, every 2 specimens had 0%, 5%, 10%, and 15% openings and all these walls were tested under diagonal compression. The results show that the shear carrying capacity reduces as the opening percentage increases. However, strengthening the URM specimens using WWM significantly improves the peak load, shear strength, ductility, stiffness, and energy dissipation. Furthermore, the strengthening of the URM walls using WWM compensated the loss of wall capacity caused by the presence of the openings.

• 한국터널지하공간학회 논문집
• /
• 제19권3호
• /
• pp.533-549
• /
• 2017

본 연구에서는 지하 콘크리트 구조물 내로 누수된 지하수를 유도하여 배수하는 유도배수공법을 제시하였다. 유도배수공법은 유도배수판, 철망, 고정핀, 광물질 혼입 모르타르로 구성된다. 시공성 향상을 위하여 유도배수판 및 철망은 공압타카와 고정핀를 사용하여 콘크리트 표면에 부착하였다. 고로슬래그미분말을 30% 혼입한 모르타르는 뿜어 붙임 모르타르 장비를 사용하여 유도배수판 및 철망 표면에 타설하였다. 유도배수공법의 현장 시공성 및 성능 검증을 위하여 재래식 콘크리트라이닝 터널과 콘크리트 옹벽에서 시험시공을 수행하였다. 시험시공 완료 3년 후 유도배수공법은 성능저하의 문제점이 없는 것으로 판단되었다. 재령 14일과 3년에 뿜어 붙임 모르타르의 부착력 실험을 수행하였다. 유도배수판 표면에 철망을 적용한 경우 뿜어 붙인 모르타르의 부착력은 재령 14일에 1.04 MPa, 재령 3년에 1.46 MPa로 측정되었다. 철망을 적용하지 않은 경우의 부착력은 재령 14일에 1.13 MPa로 측정되었지만, 재령 3년에는 0.89 MPa로 기준 부착력 1 MPa보다 낮게 측정되었다.

• 한국전자파학회논문지
• /
• 제29권4호
• /
• pp.277-284
• /
• 2018

본 논문은 향후 투명 디스플레이, 스마트글래스(smart glass) 등의 그 활용도가 증가 추세에 있는 투명전극과 관련된 논문이며, 본 논문에서는 투명 안테나 등의 투명 고주파 수동소자 설계 시, 투명 디스플레이 등에 가장 많이 사용되고 있는 ITO(Indium-Tin-Oxide)을 이용한 박막형(thin film type) 투명전극의 낮은 전기적 특성(면저항>$5({\Omega}/sq)$)으로 인한 성능저하를 개선하고자, 고주파 소자에 가장 일반적으로 사용되는 도체인 구리선(copper wire)으로 구현되는 정방형 메탈메쉬(square metal mesh)를 이용하여 투명전극을 구현하고, 이를 기본 단위로 하여 투명 패치 안테나를 구현하였고, 그 성능을 비교 분석하였다. 본 논문에서는 투명전극의 기본 설계 블록인 정방형 메탈메쉬의 광학적 특성(광 투과도) 및 전기적 특성(면저항)을 측정 및 분석하였고, 이를 이용하여 투명 패치 안테나를 설계, 측정, 분석하였다. 또한, 정방형 메탈메쉬는 광 투과도를 높이기 위해 얇은 구리선(w=0.2 mm)을 사용하였으며, 망(mesh) 크기(l=1, 2 mm)에 따른 광 투과도와 안테나 성능(방사이득, 방사패턴)과의 관계를 분석하였다. 투명 안테나 성능 측정 결과, 안테나 성능은 정방형 메탈메쉬의 광학적 특성과 반비례하며, 실제 활용 시에는 광학적 특성, 전기적 특성, 제작비용을 종합적으로 고려하여, 응용에 따른 투명 안테나의 활용이 필요하다.

• 방재기술
• /
• 통권11호
• /
• pp.23-30
• /
• 1991

For the prevent of fire accident or explosion disasters from inflammable gas and vapour, flame arresters are used in chemical equipment, oil tank or other similar installation. The flame arresters have been used mainly wire gauze type. Wire gauze type flame arrestes is affected several factors. We have know that the quenching ability has a great of difference the preference in accordance with flame velocity, direction of flame propagation and wire net of mesh and number of qauze and introduce examination result data quoated from the abroad.

• 설비공학논문집
• /
• 제13권1호
• /
• pp.18-24
• /
• 2001

Woven wire wick is very effective structure because of its easiness to insert inside of pipe for a miniature heat pipe. The present study was conducted to investigate the effect of the effective flow passage with respect to wire helix angle. Also effective thermal conductivity were examined by defining mean porosity considering effective liquid flow passages. Effective heat transfer area is varied with respect to wire helix angle, and in the range of $\thet=60~65^{\circ}C$, heat transfer area is decreased about 15~20%. Permeability of woven wire wick shows similar value of 200 mesh screen wick. And comparison of experimental results on effective thermal conductivity shows a fairly good agreement with the analytical results.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 1985년도 제27회 수공학연구발표회논문초록집
• /
• pp.261-272
• /
• 1985

• Steel and Composite Structures
• /
• 제35권4호
• /
• pp.475-494
• /
• 2020

Presented are experimental results from 24 full-scale push test specimens to study the behaviour of composite beams with trapezoidal profiled sheeting laid transverse to the beam axis. The tests use a single-sided horizontal push test setup and are divided into two series. First series contained shear loading only and the second had normal load besides shear load. Four parameters are studied: the effect of wire mesh position and number of its layers, placing a reinforcing bar at the bottom flange of the deck, normal load and its position, and shear stud layout. The results indicate that positioning mesh on top of the deck flange or 30 mm from top of the concrete slab does not affect the stud's strength and ductility. Thus, existing industry practice of locating the mesh at a nominal cover from top of the concrete slab and Eurocode 4 requirement of placing mesh 30 mm below the stud's head are both acceptable. Double mesh layer resulted in 17% increase in stud strength for push tests with single stud per rib. Placing a T16 bar at the bottom of the deck rib did not affect shear stud behaviour. The normal load resulted in 40% and 23% increase in stud strength for single and double studs per rib. Use of studs only in the middle three ribs out of five increased the strength by 23% compared to the layout with studs in first four ribs. Eurocode 4 and Johnson and Yuan equations predicted well the stud strength for single stud/rib tests without normal load, with estimations within 10% of the characteristic experimental load. These equations highly under-estimated the stud capacity, by about 40-50%, for tests with normal load. AISC 360-16 generally over-estimated the stud capacity, except for single stud/rib push tests with normal load. Nellinger equations precisely predicted the stud resistance for push tests with normal load, with ratio of experimental over predicted load as 0.99 and coefficient of variation of about 8%. But, Nellinger method over-estimated the stud capacity by about 20% in push tests with single studs without normal load.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
• /
• pp.429-434
• /
• 1994

In this study, an experiment in the field was performed to analyze the variations of rebound ratios of SFRS with silica fume after fabricating the panels and placing the plain concrete of simulting a base rock with thickness 7cm. And the experimental parameters which are the reinforcing methods(steel fiber, wire mesh), steel fiber contents(0.0%, 0.5%, 0.75%, 1.0%), silica fume contents(0.0%, 10.0%), and the three parts(lower, middle, upper part) were chosen. According to the results of the lower part in this test, the larger the fiber contents are in case of steel fiber reinforced shotcrete, the less the rebound ratios are within the range of 20~35%, compared to the wire-mesh reinforced shotcrete with silica fume content of 10%, and these results are true of the middle and upper part, respectively. In addition, the four-stage phenomena of the rebound of SFRS were estimated on the base of a series of the test results.